statistical summaries of streamflow records in …statistical summaries of streamflow records in...

STATISTICAL SUMMARIES OF STREAMFLOW

RECORDS IN OKLAHOMA AND PARTS OF

ARKANSAS, MISSOURI, AND TEXAS

THROUGH 1984

By David C. Heimann and Robert L. Tortorelli

U.S. GEOLOGICAL SURVEYWater-Resources Investigations Report 87-4205

Prepared in cooperation with the OKLAHOMA WATER RESOURCES BOARD

Oklahoma City, Oklahoma

1988

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

19

Beaver

Riv

er

near

Fo

rt

Su

pp

ly.

Okla

. 07234500

Beaver

Riv

er

near

Guym

on,

Okla

. 0

72

32

50

0

Big

C

abin

C

ree

k

ne

ar

Big

C

abin

. O

kla

. 07191000

Bird C

reek

at

Ava

nt,

O

kla

. 0

71

76

50

0

Bird

Cre

ek

ne

ar

Sperr

y,

Okla

. 0

71

77

50

0

Bla

ck

Bear

Cre

ek

at

Pa

wn

ee

, O

kla

. 07153000

Blu

e B

eaver

Cre

ek

ne

ar

Ca

ch

e,

Okla

. 07311200

Blu

e R

iver

at

Milb

urn

, O

kla

. 07332400

Blu

e R

ive

r n

ea

r

Blu

e,

Okla

. 07332500

Bu

ffa

lo C

ree

k n

ea

r

Lo

ve

da

le,

Okla

. 07157960

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

10

19

20

1

93

0

19

40

1

95

0

1960

1970

19

80

I I: B

1

: : : :

k:;:i

£:

^^^^^

XvX

vX

vX

'X

[:*x

*: I!

ox^x

*1 ^V

x-xX

-x-X

'X'X

:*j*

:|

1*1

xY m VN

::x:x

j

lij

:;xi:i:

|

EX

PL

AN

AT

ION

flw

vw

wm

Str

eam

flo

w

Un

reg

ula

ted

t^

^j

Str

ea

mfl

ow

R

egu

late

d

Figu

re 2

. S

um

mary

of

stre

amfl

ow

rec

ord

s. C

on

tin

ued

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

19

10

1

92

0

1930

19

40

1

95

0

1960

19

70

Caddo

Cre

ek

near

Ard

mo

re,

Okla

. 0

73

30

50

0

Canadia

n

Riv

er

at

Brid

ge

po

rt.

Okla

. 07228500

Ca

na

dia

n

Riv

er

at

Calv

in.

Okla

. 07231500

Canadia

n

Riv

er

near

Noble

. O

kla

. 07229100

Ca

na

dia

n

Riv

er

near

Wh

ite

fie

ld,

Okla

. 0

72

45

00

0

Candy

Cre

ek

near

Wolc

o.

Okla

. 07176800

Caney

Cre

ek

near

Copan.

Okla

. 07 1

74

00

0

Caney

Riv

er

near

Hula

h.

Okla

. 07 1

73

00

0

Caney

Riv

er

ne

ar

Och

ela

ta.

Okla

. 0

71

74

70

0

Caney

Riv

er

near

Ram

ona,

Okla

. 07175500

1

id i 1 I l

. ,..

IIL

% tm j*x*x

*

$£

x::£

x::x:$

i m

XJX

Xvjx

XxX

wxw

x]

;1N

N\\

IXs

i'X

XN

^

I UK

Liii I

XX>

s\X

iK\x

N\\

X>

sXXX

\

sXXX

X

19

80

K\\\X

sXXX

X

\x \\\x

X"X

:x:::x

:Xv

xxxx

XX

I

V \ \ \ \

\^ \\ \N | \N N\^

EX

PL

AN

AT

ION

Str

eam

flow

U

nreg

ulat

ed j

i^iji

xxa

Str

eam

flow

Reg

ulat

ed

Fig

ure

2.

Su

mm

ary

of

str

eam

flow

record

s. C

ontinued

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

1910

1920

1930

1940

1950

1960

1970

1980

Ch

ika

skia

R

iver

near

Bla

ckw

ell,

O

kla

. 0

71

52

00

0

Cim

arr

on R

iver

above

U

te C

reek

ne

ar

Bois

e C

ity,

Okla

. 0

71

55

00

0

Cim

arr

on R

iver

at

Ma

nfo

rd,

Okla

. 0

71

64

00

0

Cim

arr

on R

iver

at

Oilt

on,

Okla

. 0

71

63

50

0

Cim

arr

on R

iver

at

Perk

ins,

O

kla.

07

16

10

00

Cim

arr

on

Riv

er

near

Buffalo

, O

kla

. 0

71

57

95

0

Cim

arr

on R

iver

ne

ar

Do

ver,

O

kla

. 0

71

59

10

0

Cim

arr

on R

ive

r n

ea

r

Fo

rga

n,

Ka

ns.

0

71

56

90

0

Cim

arr

on

Riv

er

ne

ar

Guth

rie,

Okla

. 0

71

60

00

0

Cim

arr

on

R

iver

ne

ar

Ke

nto

n,

Okl

a.

07

15

45

00

I

m ttM

I*$$$$

jj$j&

I'X'X

'XvI

*

mt

X'X

vX

"X*X

*X

X*X

*X*X

"X*X

'I

^§f^f^^

m Si&

x'S

x'S

:

:::x:x

:::x:::x

:::

x-X'

X'x-

X'X'

r

x'?:

x-x-

x-x-

xvX- fm

X'X

'X*X

vX"X

vX'X

*XvX

*X*

:x^:

v:i§

v:iiS

'' :"-*:'

-":x:

:'x-x

-

:X:X

:X;X

xX:$

l«

X'x

'X-X

-t'X

'X

M %$:

S:%

S:;

?x"

:i

M !*X

*X" m M i PI

00

EX

PL

AN

AT

ION

t'x'::

?:-:"

'| S

trea

mfl

ow

U

nre

gu

late

d

b^

wxj

Str

ea

mfl

ow

R

egu

late

d

Fig

ure

2.

Su

mm

ary

of

stre

am

flow

re

co

rds.

Co

ntin

ue

d

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

1910

19

20

1

93

0

19

40

1950

1960

19

70

1

98

0

Cim

arr

on R

iver

ne

ar

Mo

ca

ne

, O

kla

. 0

71

57

00

0

Cim

arr

on

R

ive

r n

ea

r

Waynoka,

Okla

. 07158000

Cle

ar

Boggy C

reek n

ea

r

Caney,

Okla

. 07335000

Cle

ar

Cre

ek

ne

ar

Elm

wood,

Okla

. 07234100

Co

bb

C

ree

k n

ea

r

Eaklv

, O

kla

. 0

73

25

80

0

Cobb C

ree

k n

ea

r

Fo

rt C

ob

b,

Okla

. 0

73

26

00

0

Co

ldw

ate

r C

ree

k n

ea

r

Ha

rde

sty

, O

kla

. 0

72

33

00

0

Co

un

cil

Cre

ek n

ea

r

Stillw

ate

r. O

kla

. 07163000

De

ep

F

ork

n

ea

r

Arc

adia

, O

kla

. 07242350

De

ep

Fo

rk n

ear

Be

gg

s,

Okla

. 07243500

Ifc

$m

I

K$S

XvX

'x'X

vX

'

iiv'lv

'Xv'X

:5:S

:?S

W:?

x-iw

Sxv

S:

x:£xM

S

:x:x

:x:x

:::::x

:vXxx

|xj:-

:-:-:|

SS

x'S

x'S

SSSS

SS

SS

SS

&x

X'x

Xw

XvX

;

IU S®

K\S ^* s

\\\V

?il

|:§:§

:!:i:|

g:;:i

:i

iil^

illx'iiS

iSx'S

S'-

X\\

\

x'x'

x'x'

x'x'

r'

\\\V

X\\

\

xix

i'xX

xx'x

\\\\

111 s> l\1 \N sil

:?il

\N

CD

EX

PL

AN

AT

ION

Str

eam

flow

Unr

egul

ated

^^^^

Str

eam

flow

Reg

ulat

ed

Fig

ure

2.

Su

mm

ary

of

stre

am

flow

re

co

rds.

Co

ntin

ue

d

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

19

Deep

Fork

ne

ar

Dew

ar,

O

kla

. 0

72

44

00

0

De

ep

R

ed

R

un

near

Randle

tt.

Okla

. 07311500

Double

C

ree

k S

ubw

ate

rshed

No

. 5

ne

ar

Ra

mo

na

, O

kla

. 07175000

Dry

C

reek

near

Ke

nd

rick,

Okla

. 07243000

East

Cache C

ree

k

near

Wa

lte

rs,

Okla

. 0

73

11

00

0

Elk

C

ree

k

near

Ho

ba

rt,

Okla

. 0

73

04

50

0

Elk

R

iver

near

Tiff

City,

Mo.

07189000

Elm

F

ork

of

No

rth

F

ork

R

ed R

iver

ne

ar

Carl,

Okla

. 0

73

03

40

0

Elm

F

ork

o

f N

ort

h F

ork

R

ed

Riv

er

ne

ar

Ma

ng

um

, O

kla

. 0

73

03

50

0

Flin

t C

ree

k

ne

ar

Kansas,

Okla

. 0

71

96

00

0

ill m

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

10

19

20

1930

19

40

1

95

0

19

60

1

97

0

19

80

t* i*

N I*

X'X

vX

vX

vX

;:££ ?

$)

?£?:

?:::§

:£

\\ \m

: : : :

:: : : :

: :::::

:

....

....

....

.

:&$:

$:$:

$:$

m

\\\N

tefl

SS

i&'l&

i&i

ill\\

\v

I !H (

;m\ Lxi ^ M

EX

PL

AN

AT

ION

Str

eam

flo

w

Un

reg

ula

ted

K

^^

^

Str

ea

mfl

ow

R

equ

late

d

Fig

ure

2. S

um

mary

of

stre

am

flow

re

co

rds.

Co

ntin

ue

d

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

19

00

19

Fourc

he M

alin

e n

ea

r

Red O

ak.

Okla

. 07247500

Ga

ine

s

Cre

ek n

ea

r

Kre

bs,

Okla

. 0

72

32

00

0

Glo

ve

r C

ree

k

ne

ar

Glo

ve

r,

Okla

. 07337900

Ho

min

y C

reek

ne

ar

Skia

too

k.

Okla

. 07177000

Illinois

R

iver

near

Gore

, O

kla

. 0

71

98

00

0

Illin

ois

R

iver

near

Tahle

qah.

Okla

. Q

71

96

50

o

Illinois

R

iver

ne

ar

Watts,

Okla

. 0

71

95

50

0

Jam

es F

ork

n

ea

r

Hackett,

Ark

. 07249400

Kia

mic

hi

Riv

er

ne

ar

An

tle

rs,

Okla

. 07336200

Kia

mic

hi

Riv

er

near

Be

lzo

ni. O

kla

. 07336500

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

10

1

92

0

19

30

1940

1950

1960

19

70

1

98

0

I m

\ i \m

:j:|:i:|

:::|:|::

:|:|:|:|

:|

X;X

xX

;XvX

v

lilP

|Wi*

rx^

xgiv

x::

x'S

SS

Siiv

i?

X-X

vX

vX

vX

1

msx to Is

iiss:

m PII

x'ix

'iiSxv

'Six

\\\V

>

xSxS

Six

ix

-

vX

vX

vX

'XviL\

\v

:?:S

S:x

-xx-:

SS

SS

S^S

X\\

N

X;X

;X;X

vX

;X

tern

1

%\N

Isi

MJ

S^ $& m\

m

EX

PL

AN

AT

ION

Str

eam

flo

w

Un

reg

ula

ted

isig

-JSs

;:-!

Str

eam

flo

w

Reg

ula

ted

Fig

ure

2. S

um

mary

of

stre

am

flow

record

s. C

ontinued

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

19

Kia

mic

hi

Riv

er

near

Big

C

edar,

O

kla

. 0

73

35

70

0

Little B

eaver

Cre

ek

near

Dunca

n,

Okla

. 0

73

13

00

0

Little

Caney

Riv

er

belo

w

Cotton C

reek

near

Copan.

Okla

. 0

71

74

20

0

Little

Riv

er

belo

w

Lake T

hu

nd

erb

ird

near

Norm

an.

Okla

. 0

72

30

00

0

Little

R

iver

belo

w

Lu

kfa

ta

Cre

ek

near

Ida

be

l,

Okla

. 0

73

38

50

0

Little

Riv

er

near

Sasakw

a,

Okla

. 0

72

31

00

0

Little R

iver

near

Tecu

mse

h,

Okla

. 0

72

30

50

0

Little

Riv

er

near

Wright

City,

Okla

. 0

73

37

50

0

Little

W

ashita R

iver

near

Nin

nekah,

Okla

. 0

73

27

49

0

Mounta

in F

ork

near

Eagle

tow

n,

Okla

. 0

73

39

00

0

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

10

1920

1930

1940

1950

1960

1970

1980

H I1 x"

SiS

x'?:

¥:

N

HP . m

$x:x

£x-:-

x$

"Xw

X'x

'X'X

t

Ex&

Sx

::::::x

:::::x

::::::::

xlx

lx&

x?

:

X'X

*X"X

"XvX

X'X

*X"X

vX*X

£?

;

m \\\\x

Mih

xV

Sx*

:*x*

x <

«1^

S8

*l^

xixm

i^lt

K'l-

M-Iv

!-^P

*s

:ii|:|

:|:$:

$:$x

$

"V X

X

X

^

xV

^V

^x^

\\\V

\\\X

\\\\

N\\

\X

' ' ' "

" TX

. \

XvX

:|v X

X

x\V

x\

' *«

J-*«

"

\\l

N\

\N v. X

1

\\]

XI

EX

PL

AN

AT

ION

Str

eam

flow

Unr

egul

ated

^$

§1

^ S

tream

flow

Reg

ulat

ed

Fig

ure

2. S

um

mary

of

str

ea

mflo

w r

eco

rds.

Co

ntin

ue

d

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

1910

1920

1930

1940

1950

1960

1970

1980

Mud

C

reek

near

Court

ney.

Okla

. 07315700

Muddy

Bo

gg

y C

reek

near

Farr

is,

Okla

. 0

73

34

00

0

Neosh

o

Riv

er

belo

w

Fort

G

ibson Lake

ne

ar

Fort

G

ibson,

Okla

. 0

71

93

50

0

Ne

osh

o R

iver

near

Choute

au,

Okla

. 0

71

91

50

0

Neosh

o R

iver

near

Com

merc

e,

Okla

. 0

71

85

00

0

Ne

osh

o

Riv

er

near

Gro

ve,

Okla

. 0

7 1

8950

o

Ne

osh

o

Riv

er

near

Langle

y,

Okla

. 0

71

90

50

0

Ne

osh

o

Riv

er

near

Wagoner

Okla

. 0

71

92

50

0

No

rth

C

anadia

n R

iver

at

Canto

n,

Okla

. 0

72

39

00

0

Nort

h C

anadia

n

Riv

er

at

Woodw

ard

. O

kla

. 0

72

37

50

0

m i

M h

mm fes te |

x\\\

C\\

YI \

^_

;:;::::

::::::

::::::

:::::;

X°X

°X"X

;X;X

':

X

xX

vX

vX

v

\\\\"

\ \ \ \

\^ \X

\\\V

\\\\

NS

>X

vX

*X-X

'Xv

\ \\ X

s

V \ X

X

k\\\S

\\\\N

wm

r%& : : : :

:

\N s^ \\ M s\1

CO

EX

PL

AN

AT

ION

Str

eam

flow

U

nreg

ulat

ed |

-x<l

x'$:

l S

trea

mflo

w R

egul

ated

Fig

ure

2. S

um

mary

of

str

eam

flow

re

co

rds.

Co

ntin

ue

d

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1

90

0

1

No

rth

C

an

ad

ian

R

iver

be

low

Lake O

ve

rho

lse

r

near

Okla

ho

ma

C

ity,

Okla

. 0

72

41

00

0

Nort

h

Ca

na

dia

n R

ive

r n

ea

r

El

Reno,

Okla

. 07239500

Nort

h C

anadia

n R

iver

ne

ar

Ha

rra

h,

Okla

. 0

72

41

55

0

Nort

h C

an

ad

ian

R

ive

r n

ea

r

Okla

hom

a C

ity,

Okla

. 0

72

41

50

0

Nort

h C

an

ad

ian

R

iver

ne

ar

Se

llin

g,

Okla

. 07238000

Nort

h C

anadia

n

Riv

er

near

Wetu

mka,

Okla

. 07242000

Nort

h F

ork

R

ed

R

iver

be

low

Altus

Dam

ne

ar

Lugert

, O

kla

. 07303000

Nort

h F

ork

R

ed

R

iver

near

Ca

rte

r, O

kla

. 07301500

No

rth

F

ork

R

ed

Riv

er

ne

ar

Gra

nite,

Okla

. 07302000

Nort

h F

ork

R

ed

R

iver

ne

ar

Headrick,

Okla

. 07305000

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

910

1920

19

30

1

94

0

1950

1960

1970

1980

te I I

K \

i

I

J«i:K

\\\\

v

TO

v

X

X

X \

;:x:x

jisKN

IssSs

xSx'

xSJN

^

N\\

\\\\

X

s^\ |:|:j:

|:|x|

:jxjx

j:j

v>\ \N

\\\\

WxW

x**

*

xN

N^O

\\\1

\ X

xx" t

s\\\x

\1K

\^

:xj

[&£:$

xl t

xxN\

J

\\\\

\\\\

N

sh

\\\\

\\\v

xXirj

xjxS

xj::

v V

\y

X

\

\\l

\N NM \N \\j

m\

Cxl

EX

PL

AN

AT

ION

pIT

'71'

771

1^^

^^

^^

Str

eam

flo

w

Un

reg

ula

ted

fc

:$-*

-£:|

Str

eam

flo

w

Reg

ula

ted

|\

\SJ

Fig

ure

2. S

um

mary

of

stre

amflo

w r

eco

rds.

Contin

ued

ST

AT

ION

N

AM

E A

ND

N

UM

BE

R1900

19

Po

leca

t C

reek

be

low

H

eyb

urn

Lake

ne

ar

Heyburn

, O

kla

. 0

71

65

50

0

Pote

au

Riv

er

near

Wis

ter,

O

kla

. 07248500

Pry

or

Cre

ek

ne

ar

Pry

or,

O

kla.

07

19

20

00

Ranch

Cre

ek

at

Cle

ve

lan

d

Da

m

near

Cle

avela

nd,

Okla

. 07153100

Red R

ive

r a

t

Art

hur

City,

Tex.

07

33

55

00

Red

Riv

er

at

Denis

on

Dam

near

Denis

on,

Tex.

07331600

Red

Riv

er

ne

ar

Bu

rkb

urn

ett

, T

ex.

07

30

85

00

Red

Riv

er

near

Colb

ert

, O

kla

. 07332000

Red

Riv

er

near

De

K

alb

, T

ex.

07336820

Re

d

Riv

er

near

Gain

esvill

e,

Te

x

07

31

60

00

Hm- - - -

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

10

1920

1930

19

40

1

95

0

19

60

1

97

0

1980

iiil

| fen*

:|:i^

:|:|x

ix;:i

:|:i

FX

vX

'X'

|x-X

v;X

-

72.

W/A

97

77

WM

£&

*l /

S

S

*

y///,

xX

xX

v.X

vX

///A

'////

/////

XvX

'X'X

'X'S

// //s

/ / / /

X-X 'A '////

'//A

//// ['/

//\

'///

//

V//

A

'///

/

///A

'///

/

XvX

vX

xX

v!

^ / / v/ y/\ f

J i

:|:$:

j|

EX

PL

AN

AT

ION

___

Str

eam

flow

U

nreg

ulat

ed ^

§x^^

Str

eam

flow

Reg

ulat

ed Iv

vV

I

Fig

ure

2. S

um

mary

of

str

ea

mflo

w r

ecord

s. C

ontinued

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

19

00

19

Re

d

Riv

er

ne

ar

Terr

al,

Okla

. 07315500

Rush

C

ree

k

at

Purd

y,

Okla

. 07329000

Rush

C

ree

k n

ea

r

Ma

ysvill

e,

Okla

. 07329500

Sa

llis

aw

C

reek

near

Sa

llls

aw

, O

kla

. 07245500

Salt

Cre

ek

ne

ar

Oke

en

e.

Okla

. 0

71

58

40

0

Sa

lt

Fo

rk

Ark

an

sa

s

Riv

er

at

Tonkaw

a,

Okla

. 07151000

Salt

Fork

A

rka

nsa

s R

iver

ne

ar

Alv

a.

Okla

. 07149400

Sa

lt

Fo

rk

Ark

ansas R

iver

ne

ar

Chero

kee,

Okla

. 0

71

49

50

0

Sa

lt

Fo

rk

Ark

an

sa

s

Riv

er

ne

ar

Jet,

Okla

. 0

71

50

50

0

Salt

Fo

rk

Ark

ansas

Riv

er

near

Win

cheste

r, O

kla

. 07148350

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

10

19

20

1

93

0

19

40

1

95

0

1960

1970

1980

t

SiS i i X

'XvX

'X'X

v

11

1!

K\\

\

XvX

*X*X

*X"X

piii

k\\

V

lil \m

xvS

SS

SS

\\\\

i| V\\V

s\N

X^

liN

X

X'X

'X-

\\\V

SS

SS

:?:?

:NSS

N

\\N m

k\\\\

S.\\\

>l

"XvX

-X-X

*X'

ill

\s \1 m \N 1*1

EX

PL

AN

AT

ION

Str

eam

flow

Unr

egul

ated

[jjj

glig

jil

Str

eam

flow

Reg

ulat

ed

Fig

ure

2.

Su

mm

ary

of

str

ea

mfl

ow

re

co

rds

. C

on

tin

ue

d

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

1900

19

10

1920

1930

19

40

1950

19

60

1970

19

80

Salt

Fork

R

ed

Riv

er

at

Mangum

, O

kla

. 07300500

Sand

Cre

ek a

t

Oke

sa

, O

kla

. 0

71

74

60

0

Sandsto

ne C

reek

near

Be

rlin

. O

kla

. 0

73

19

50

0

Sandsto

ne C

reek

ne

ar

Cheyenne,

Okla

. 073230O

O

Skele

ton

Cre

ek

ne

ar

Lovell,

O

kla

. 0

71

60

50

0

Spavin

aw

C

reek near

Sycam

ore

, O

kla

. 07191220

Spring

Riv

er

near

Quapaw

, O

kla

. 07188000

Sugar

Cre

ek

ne

ar

Gra

ce

mo

nt.

O

kla

. 07327000

Turk

ey C

reek n

ea

r

Dru

mm

on

d,

Okla

. 07159000

Ve

rdig

ris

Riv

er

near

Cla

rem

ore

. O

kla

. 07176000

li

II

I*

:;:g:

j:£:;:

j:£:;£

xXxX

xXvX

:

Ovs

N

s\\N

:xw

S*x

W IXs

: : :

: : :'

>': :

:' >

X'X

'l'X

'X'X

'X

WM

&&

S&

Sx-

'l&S

N\\

\"

\\\V

X-X

-X-X

'XvX

\v\\\

s

X->

X"X

'l"x"x

: $\\

s

x^xW

J?

s^ s^ £x'::

x::i:v

::i:x::

i:

:S&

&:$

x*i

XvX

-X-X

-Xv!

\\\\

XvX

r

:Ssi

(

:M. \N

EX

PL

AN

AT

ION

Str

eam

flow

Unr

egul

ated

^$

;i;:;

ij S

trea

mflo

w R

egul

ated

Fig

ure

2.

Su

mm

ary

of

str

eam

flow

re

co

rds.

Co

ntin

ue

d

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

19

00

1

91

0

19

20

1930

19

40

1

95

0

19

60

1

97

0

1980

Ve

rdig

ris

Riv

er

near

Inola

, O

kla

. 0

71

78

60

0

Verd

igris

Riv

er

near

Le

na

pa

h,

Okla

. 07171000

Ve

rdig

ris

Riv

er

near

Oola

gah.

Okla

. 07171400

Waln

ut

Cre

ek

at

Purc

ell.

Okla

. 0

72

29

30

0

Wa

sh

ita

R

ive

r at

Ale

x,

Okla

. 07328100

Washita

Riv

er

at

Anadark

o,

Okla

. 07326500

Washita

Riv

er

at

Carn

egie

, O

kla

. 07325500

Wa

sh

ita

R

ive

r n

ea

r

Ch

eye

nn

e.

Okla

. 0

73

16

50

0

Washita

Riv

er

near

Clinto

n.

Okla

. 07325000

Washita

Riv

er

near

Dic

kso

n.

Okla

. 07331 0

00

a

i

1 te li ij x

-x-x

iwS

x

i&S

i&xS

::

vX

wX

>X

;Xv:

:X:X

:X:X

:Xx:

::

X*X

vX*X

*X*X

x'S

x'S

Sx*

X:::X

g:;X

:X::

1 1

L_J

N\\N

S

\\N m ^ \\\"

:ix>

XX

<^N

<>

iJX

SX

:XX

\N

N\\V

\\\\\

N\\\"

\\\\

N

\\\V

\\\x

v\ v

x >

VX

X

X

^

X

'

^ \\! M x \N N^

kv

00

EX

PL

AN

AT

ION

Str

eam

flo

w

Un

reg

ula

ted

^x

g

Str

eam

flo

w

Reg

ula

ted

Fig

ure

2.

Su

mm

ary

of

stre

am

flow

re

co

rds.

Co

ntin

ue

d

PE

RIO

D

OF

C

ON

TIN

UO

US

R

EC

OR

D

ST

AT

ION

N

AM

E

AN

D

NU

MB

ER

19

00

1

91

0

19

20

1

93

0

1940

19

50

1

96

0

1970

Washita R

ive

r n

ea

r

Fo

ss,

Okla

. 0

73

24

40

0

Washita

Riv

er

ne

ar

Ma

mm

on

, O

kla

. 07324200

Washita

Riv

er

near

Pauls

V

alle

y.

Okla

. 07328500

West

Ott

er

Cre

ek

at

Sn

yd

er

Lake

near

Mounta

in

Pa

rk,

Okla

. 0

73

05

50

0

Wildhors

e

Cre

ek

near

Ho

ove

r.

Okla

. 07329700

Win

ter

Cre

ek

ne

ar

Ale

x,

Okla

. 0

73

28

07

0

Wo

lf

Cre

ek

near

Farg

o,

Okla

. 07236000

Wo

lf

Cre

ek

ne

ar

Fo

rt S

up

ply

, O

kla

. 07237000

H

1

p£;S

$;

£1\N

X

B#

MW

#

:::$i§i

isii;i

k\\

v

s^v

5s\v

\ filc\

;i$:

i:gi:;

giS

|

N \\ x

^

1980

NSSN

\\\\l

\. \\

^\^

sNNS

S

N\\

\

11

xxxx

\^ \N ^\i

^ \N \\

EX

PL

AN

AT

ION

Str

eam

flow

Unr

egul

ated

f&

jxl&

il S

trea

mflo

w R

egul

ated

Fig

ure

2. S

um

mary

of

stre

amfl

ow

re

co

rds

. C

on

tin

ue

d

Monthly and annual discharges

This table lists the maximum, minimum, and mean discharges for each month, corresponding standard deviation, coefficient of variation (the standard deviation divided by the mean), and percent of annual runoff, based on the period of record. Also included in the table are the annual (water year - October 1 to September 30) values for each of the above statistical characteristics.

Low-flow frequency

A frequency curve relates magnitude of a variable (for example, low flows, high flows, instantaneous peak flows) to frequency of occurrence. The data listed in this table were produced by fitting the logarithms of annual "y"-day low flows to a Pearson Type III distribution. The frequency curve is an estimate of the cumulative distribution of a population of a variable, in this case low flow, and is prepared from a sample of data corresponding to the period of record used.

The low-flow frequency data show lowest mean discharges for consecutive periods of 1, 3, 7, 14, 30, 60, 90, 120, and 183 days and corresponding recurrence intervals of 2, 5, 10, and 20 years. Included in this table are corresponding non-exceedance probabilities of 50, 20, 10, and 5 percent, respectively.

Recurrence intervals of hydrologic events are usually stated in years and thus are reciprocals of probabilities of exceedance or non-exceedance in one year. Discharges in the low-flow table can be interpreted in the following manner: The low flow corresponding to any "x"-recurrence interval and "y"-consecutive period of days can be expected to be less on the average once every "x"-years; similarly, a low flow corresponding to any given "x"-percent non-exceedance probability and "y"-consecutive period of days will have a "x"-percent chance of being less than the indicated value in any given year.

Low flows are calculated based on a climatic year (April 1 to March 31); thus the period of record for a climatic year is one year less than for a water year (Riggs, 1972). The values listed in the table were computed from U.S. Geological Survey computer program Daily Values Statistics (Program A969) utilizing days of zero flow rather than omitting zero flow days as was done previously. Due to this updated method of computation, values in this report may differ from those in Huntzinger (1978b), because the frequency analysis for that study was determined graphically. These differences are especially significant for streams in drier regions of Oklahoma.

The low-flow frequency curves for given "y"-day periods were computed independently, and with the inclusion of zero-flow days, some frequency curves overlapped each other. This caused some low flows for higher recurrence intervals to be larger than low flows for lower recurrence intervals and low flows within the same recurrence interval to be smaller for larger periods of consecutive days than smaller periods of consecutive days. These overlaps in the data are referred to as data reversals. Tables for 25 streamflow stations had to be corrected graphically for data reversals. An average of 3 values per station were corrected in this manner.

20

High-flow frequency

This table lists statistical data necessary to plot high-flow frequency curves that were produced by fitting the logarithm of annual "y"-day high flow to a Pearson type III distribution. The data show the highest mean discharges for consecutive periods of 1, 3, 7, 15, 30, 60, and 90 days and corresponding recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Included in this table are corresponding exceedance probabilities of 50, 20, 10, 4-, 2, and 1 percent, respectively.

Discharges in the high-flow table can be interpreted in the following manner: The high-flow corresponding to any "x"-year recurrence interval and "y" consecutive period of days can be expected to be exceeded on the average once every "x" years; similarly, a high flow corresponding to any given "x"- percent non-exceedance probability and "y" consecutive period of days will have a "x"-percent chance of being exceeded in any given year.

Frequency curves for 13 streamflow stations had to be corrected graphically for data reversals. An average of 4- values per station were corrected in this manner.

Peak-flow frequency

This table lists statistical data necessary to plot peak-flow frequency curves using the log-Pearson Type III frequency distribution. The frequency distributions used to describe low flows, high flows, and instantaneous peak flows are generally nonsymmetrical, that is, they do not follow a normal distribution. For such distributions, the mean, median, and mode have different values that correspond to different probabilities on the cumulative graph. These nonsymetrical distributions are classified as skewed (Riggs, 1968a). Skewness may be shown graphically as right or left relative to a normal distribution; or, as in this case, it is described mathematically by a number, either positive or negative. These skew values are used in the calculation of the frequency curve statistics. Skew values are commonly reported with instantaneous peak-flow statistics but not with low- or high-flow statistics.

The type of skew used, along with its value, is listed at the bottom of the peak-flow frequency table. For those unregulated streamflow stations with a drainage area of less than 2,500 square miles, the skew was determined using a generalized skew map developed for Oklahoma streams by Tortorelli and Bergman (1985) and weighted with the station skew as described in Bulletin 17B (U.S. Water Resources Council, 1981). The mean square error of the Oklahoma generalized skew map was used in this weighting process (Tortorelli and Bergman, 1985). For those unregulated streamflow stations with a drainage area of more than 2,500 square miles the generalized skew was weighted with the station skew in accordance with procedures developed by the Water Resources Council (1981). The mean square error of the Water Resources Council generalized skew map was used in this weighting process.

21

For streamflow stations regulated by floodwater-retarding structures with a drainage area of less than 2,500 square miles, the skew was developed by weighting the Oklahoma generalized skew with the station skew. When a station was regulated by features other than floodwater-retarding structures regardless of drainage area, only a station skew was used. No station with a drainage area of more than 2,500 square miles was regulated solely by floodwater-retarding structures.

The discharge values in the table represent peak flows for recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Included are the corresponding annual exceedance probabilities of 50, 20, 10, 4, 2, and 1 percent, respectively. The peak discharge values in the table are interpreted in the same manner as the high-flow values discussed previously.

Flow duration

This table lists data to plot a flow-duration curve. The flow valuesare those that can be expected to be exceeded for the corresponding percentof time, based on the period of record.

Daily-flow-Duration Hydrographs

This graph shows the 20-, 50-, and 80-percent probability of exceedance daily-flow values for the specified period of unregulated or regulated record. For computational purposes the duration periods are limited to periods of 9, 19, 29, 39, and 4-9 water years. Therefore, the period of record used to compute the hydrographs for a given station may be less than the actual period of record available for the station. In all cases, however, the beginning year of the plotting period was adjusted so that the final year of the station record was included in the plot. The daily flow-duration hydrographs were developed using data processed by computer Program K956 (Wilson, 1981).

Data for two stations, Salt Fork Red River at Mangum, Oklahoma (station number 07300500), and North Fork Red River below Altus Dam, near Lugert, Oklahoma (station number 07303000) were not plotted because there were too many zero value days in the data for the plotting program to calculate position points.

Values for the 0, 10, 30, 70, 90, and 100 percent probability of exceedance are also available for each station included in this report and may be obtained from the U.S. Geological Survey, Water Resources Division, Oklahoma City, Oklahoma.

22

SELECTED REFERENCES

Hendricks, E.L., 1964, Compilation of records of surface waters of the United States, October 1950 to September 1960, Part 7. Lower Mississippi River Basin: U.S. Geological Survey Water-Supply Paper 1731, 552 p.

Huntzinger, T.L., 1978a, High-flow frequencies for selected streams in Oklahoma: U.S. Geological Survey Open-File Report 78-161, 30 p.

____ 1978b, Low-flow characteristics of Oklahoma streams: U.S. GeologicalSurvey Open-File Report 78-166, 93 p.

Kirby, William, 1981, Annual flood frequency analysis using U.S. WaterResources Council guidelines (Program 3407), chapter I, section C, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 79-1336-1, v. 4, p. C-1 to C-57.

Meeks, W.C., 1984, Daily values statistics (Program A969) [revised by George R. Dempster, 3r.], chapter IV, section G, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 75-426, v. 1, p. G-1 to G-38.

Mize, L.D., 1975, Statistical Summaries of Streamflow Records, Oklahoma, through 1974: U.S. Geological Survey open-file report, 399 p.

Price, W.E., 3r., and Meeks, W.C., 1977, Daily values monthly and annual statistics (Program W4422), chapter IV, section F, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 75-426, v. 1, p. F-1 to F-46.

Riggs, H.C., 1968a, Some statistical tools in hydrology: U.S. Geological Survey Techniques of Water-Resources Investigations, book 4, chap. A1, 39 p.

____ 1968b, Frequency curves: U.S. Geological Survey Techniques of Water-Resources Investigations, book 4, chap. A2, 15 p.

____ 1972, Low-flow Investigations: U.S. Geological Survey Techniques of Water-Resources Investigations, book 4, chap. B1, 18 p.

Sauer, V.B., 1974, Flood characteristics of Oklahoma streams: U.S.Geological Survey Water-Resources Investigations Report 52-73, 301 p.

Tortorelli, R.L., and Bergman, D.L., 1985, Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater-retarding structures in Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 84-4358, 85 p.

U.S. Water Resources Council, 1981, Guidelines for determining flood flow frequency: Hydrology Committee Bulletin 17B, 28 p.

23

Wells, 3.V.B., 1955, Compilation of records of surface waters of the United States through September 1950, Part 7. Lower Mississippi River Basin: U.S. Geological Survey Water-Supply Paper 1311, 606 p.

Wilson, T.A., 1981, Daily values duration hydrograph tables and plots(Program K956), chap. IV, section I, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 75-4-26, v. 1, p. 1-1 to 1-15.

24

ARKANSAS RIVER BASIN

07146500 ARKANSAS RIVER AT ARKANSAS CITY, KS

LOCATION.--Lat 37'03 1 23", long 97'03'32", in NE 1/4 NE 1/4 NE 1/4 sec.35, T.34 S., R.3 E., Cowley County, near left bank at downstream side of bridge on U.S. Highway 166, 0.1 mi downstream from St. Louis-San Francisco Railway Co. bridge, 0.5 mi west of Arkansas City, 5.4 mi upstream from Walnut River, and at mile 701.4.

DRAINAGE AREA.--43,713 mi 2 , of which 7,607 mi 2 is probably noncontributing.

PERIOD OF RECORD.--September 1902 to September 1906, September 1921 to September 1975. Published as "near Arkansas City" 1903-4. Monthly discharge only for some periods,published in Water Supply Paper (WSP) 1311.

REMARKS.--Flow moderately regulated since 1943 by John Martin Reservoir and further regulated since 1964 by Cheney Reservoir. Natural flow of stream affected by transmountain diversions, storage reservoirs, power developments, ground-water withdrawals, diversions for irrigation, and return flow from irrigated areas.

STREAMFLOW UNREGULATED

MONTHLY AND ANNUAL MEAN DISCHARGES 1903-05, 1922-42

STAN DARD COEFFI- PERCENT

DEVIA- CIENT OF OF

MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

54702690164015901850233052808270160001100091303260

3670

MINIMUM (CFS)

208.3

18844237

11844827911265153

366

MEAN (CFS)

95679556551263482113802420378020401330961

1350

TION (CFS)

139066140537243458914102130377024101810899

804

VARI ATION

1.50.830.720.730.680.721.00.881.01.21.40.94

0.60

ANNUAL RUNOFF

5.94.93.53.23.95.18.514.923.312.68.25.9

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1904-05, 1923-42

PERIOD(CON SECUTIVEDAYS)

13714306090120183

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND

NON-EXCEEDANCE PROBABILITY, IN

250*

116125137149193292352384485

520*

48526277103150191233310

1010%

2831395473

101136183256

PERCENT

205*

181926405570

101152222

MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

10 10%

254*

50 2%

1001*

14900 31000 44600 65000 82200 101000

WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.210

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1903-05, 1922-42

PERIOD (CON SECU TIVE DAYS)

DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT

250%

520%

10 10%

254%

50 2%

1001%

14600 29400 40700 55900 67700 7960037

15306090

1230089006220449032002540

248001810012500870061204770

3410025000172001180083106450

46400344002350015700112008700

646004160028300186001350010500

646004880033100215001580012200

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1903-05, 1922-42

DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME

1% 5% 10% 15* 20* 30% 40* 50* 60* 70* 80* 90* 95* 98% 99* 99.5* 99.9%

14200 5100 2820 1950 1530 1040 756 580 462 367 282 179 113 41 17 9.5 5.7

26

ro

10

* F

Q

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

4650

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

3.

Du

rati

on

hyd

rog

rap

hs

of

dai

ly d

isch

arg

e va

lues

fo

r A

rkan

sas

Riv

er

at

Ark

an

sas

Cit

y,

Kan

sas,

wate

r y

ea

rs

1924-1

942 (

str

ea

mfl

ow

un

reg

ula

ted

).


07146500 ARKANSAS RIVER AT ARKANSAS CITY, KS--Continued

STREAMFLOW REGULATED

MONTHLY AND ANNUAL MEAN DISCHARGES 1943-76

MONTHMAXIMUM MINIMUM (CFS) (CFS)


DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF


1890057803910367096601460014800159001300017200133007870

ANNUAL 5830

651291461272313774393342481906732

463

2240 33101430 12901150 8351130 7491490 16202220 26202850 34103290 33903580 34503090 39101770 24401970 1950

2190 1280

1.50.900.730.661.11.2 1.2 1.0 0.961.31.4 0.99

0.58

8.55.54.44.35.78.5

10.912.613.611.86.87.5

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-76


137

14306090120183


NON-EXCEEDANCE PROBABILITY, IN PERCENT

250%

3193393724054836457818521070

520%

145153163178214288366415507

1010%

869095105127169218255317

205%

5355576578

102132161205



250%

520%

10 10%

254%

502%

1001%

22100 41900 57000

STATION SKEW = -0.368

77600 93700 110000

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-76

PERIOD (CONSECUTIVEDAYS)

137

15306090

DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,

250%

2110017100121008350601043303650

520%

398003230023100163001180085706910

1010%

5380043500314002250016600122009550

254%

72600581004270031300237001770013400

INDICATED YEARS, AND IN PERCENT

502%

87100690005160038400297002250016600

1001%

102000798006080045900363002790020100

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-76


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

22000 8210 4450 3110 2460 1740 1330 1070 858 666 509 343 228 117 74 45 27

28

IV)

CD

Q

Z O L3

CO a: LJ

Q_

LJ

LJ

U_

O m ^)

o LJ

10

o

a: o CO Q

102

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

4650

0

STR

EA

MFL

OW

REG

ULA

TED

H

;-.

* \;

**-..

' '-

' V

'""."'

'

V \/

x\'

\y

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

4. D

ura

tion

hyd

rog

rap

hs

of

daily

d

isch

arg

e va

lue

s fo

r A

rka

nsa

s

Riv

er

at

Ark

ansa

s C

ity,

Kansa

s, w

ate

r years

1

94

7-1

97

5

(str

ea

mflo

w re

gula

ted).


07148350 SALT FORK ARKANSAS RIVER NEAR WINCHESTER, OK

LOCATION.--Lat 36 0 57'45", long 98°46'55", in NE 1/4 SE 1/4 sec.26, T.29 N., R.15 W., Woods County, Hydrologic Unit 11060002, near left bank on downstream side of pier of county road bridge, 1 ml northeast of Winchester, 2.5 ml upstream from Greenwood Creek, 4.9 ml downstream from Yellowstone Creek, 5 ml downstream from Kansas-Oklahoma State Line, 19 ml northwest of Alva, and at mile 156.2.

DRAINAGE AREA.--856 ml 2 .

PERIOD OF RECORD,--October 1959 to current year. Monthly discharge only for some periods, published In WSP 1731.



MONTHMAXIMUM MINIMUM

(CFS) (CFS)

STAN DARD

DEVIA- MEAN TION (CFS) (CFS)

COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER

ANNUAL

56916511085

2081170818586

1030507560547

0.040.060.051.5

1110123.91.70.000.050.02

244 13

7845343652

112110145183737675

85

15747252340

228161154227123136139

54

2.01.00.750.640.772.01.51.11.21.71.81.9

D.64

7.74.43.33.55.111.010.814.217.97.27.57.3

100


PERIOD (CON-SFTII-OC.I-U

TIVEDAYS)

13714306090

120183



250%

D.OO0.000.110.190.552.36.21020

520%

0.000.000.000.000.050.321.12.05.9

1010%

0.000.000.000.000.000.110.380.732.9

205%

0.000.000.000.000.000.040.150.291.5



250%

520%

1010%

254%

502%

1001%

7770 19500 30700 48900

OKLAHOMA WEIGHTED SKEW = -0.250

65400 84400



13715306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

250%

34101740935561360228180

520%

7480359018501050666418316

1010%

10600490025301390881557412

254%

147416600340018101152742536

502%

178277790405021201350883628

1001%

2084889204680240415401030720



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1140 250 137 97 73 50 37 27 17 7.6 1.4 0.24 0.01 0.00 0.00 0.00 0.00

30

DISCHARGE, IN CUBIC FEET PER SECOND

CQc-^ CD

CJ1

CD O0) 3 « »<D 3-r »<

'-

0) Q.

£

0) 0) -i O0) 3-

-5 CD (Q O) CD

-k BLCO C00 <D^ CO

*+ X2 5 CD CO

3 £

f|

ii (Q Q)

5T wCD 0)

CD n

3 CD

Ul 10o oI I "0 "0n m JO 50o o m m


07148*00 SALT FORK ARKANSAS RIVER NEAR ALVA, OK

LOCATION.--Lat 36 e *8'*5", long 98'38'50", in SW 1/* SW 1/* sec.18, T.27 N., R.13 W., Woods County, Hydrologlc Unit 11060002, at bridge on U.S. Highway 281, 1.0 mi northeast of Alva, 19 mi upstream from Medicine Lodge River, and at mile 126.0.

DRAINAGE AREA.--1,009 mi2 .

PERIOD OF RECORD.--April 190* to December 1905 (gage heights only), October 1937 to September 1951, monthly discharge only for some periods, published in WSP 1311, October 1979 to current year. Occasional low flow measurements water years 1952-54, 1977-79.


MONTHLY AND ANNUAL MEAN DISCHARGES 1939-51, 1980-8*

STAN DARD CDEFFI- PERCENT DEVIA- CIENT OF OF

fMONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBF.R

ANNUAL

1AXIMUM (CFS)

1220211951633272*775217501*20*23898801

*33

MINIMUM (CFS)

0.000.000.000.000.000.291.8

1035*.92.50.00

28

MEAN (CFS)

1375936*56886

2053233191*9110106

137

TION (CFS)

2966829387363

2*7*16397162213198

102

VARI ATION

2.21.20.800.8*1.10.731.21.31.21.11.91.9

0.7*

ANNUAL RUNOFF

8.33.62.22.7*.15.3

12.519.719.*9.16.76.5

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-51, 1981-8*


1371*306090

120183



250%

0.230.*30.630.882.79.9

1*1831

520%

0.000.000.000.000.000.8*1.8*.710

1010%

0.000.000.000.000.000.090.301.6*.5

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

25*%

50 2%

100 1%

11300 18100 22900 29*00 3*500 39800

OKLAHOMA WEIGHTED SKEW = -0.09*

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-51, 1980-8*


13715306090


250%

*28023701300767*95356278

520%

9100*990275016101020718539

1010%

130007200*01023701*90103075*

25*%

18*0010*805975358022*01*901070

502%

22760132307700*6802930190013*0

1001%

272601622096*0595037*023*01630

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-51, 1980-8*


1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2160 *8* 229 1*8 107 69 *8 35 23 12 3.6 0.12 0.05 0.02 0.01 0.00 0.00

32

CO

CO

1C

f H

O

O

Ld

(f)

Ld

U

J o

10o o

(/) Q10 10

f-t

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

4840

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

6

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily d

isch

arg

e v

alu

es

for

Sa

lt

Fo

rk A

rkan

sas

Riv

er

nea

r A

lva,

Okl

aho

ma,

wa

ter

ye

ars

1948-1

951

(str

ea

mfl

ow

un

reg

ula

ted

).


07149500 SALT FORK ARKANSAS RIVER NEAR CHEROKEE, OK

LOCATION. Lat 36*49'06", long 98*19'08", in SW 1/4 NW 1/4 sec.18, T.27 N., R.10 W. f at site of abandoned Atchison, Topeka and Santa Fe Railway bridge, 0.7 mi downstream from Medicine Lodge River, 4.0 mi northeast of Cherokee, and at mile 106.3.

DRAINAGE AREA. 2,439 mi2 .

PERIOD OF RECORD.--October 1940 to September 1950.




MEAN (CFS)

STAN DARD DEVIA TION (CFS)


OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER

ANNUAL

2680642247550

200077715903900277077418601990

0.006.0

50447110011847832.10.130.05

1120 155

465187149173346304690847603276342346

394

82219480

1455852216431150809274575638

290

1.81.00.540.841.70.730.931.41.30.991.71.8

0.74

9.84.03.13.77.36.414.617.912.85.87.27.3

100



137

14306090120183



250%

0.000.000.000.143.8

234267144

520%

0.000.000.000.000.001.75.9

2052

1010%

0.000.000.000.000.000.001.79.5

27

205%

0.000.000.000.000.000.000.564.9

15



2 50%

5 20%

10 10%

254%

50 2%

100 1%

13600 23700 31600 42600


51500 61100



137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY,

250%

90406330396022501400990752

520%

167601200073804120265018201350

1010%

229001636099005640377025101830

254%

3150022430132307860560035402560

, IN PERCENT

502%

3860027250157609720729044303170

1001%

46100323001830011760930054203860



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

5900 1610 753 443 320 219 165 127 95 65 32 2.4 0.06 0.02 0.01 0.01 0.00

34

CO en

1(f

§

10*

o ct: Ld a.

10?

20-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

o CD

O LJ

O ct:o

10°

O 5

1CT1

o

10r-

Z

STA

TIO

N N

UM

BER

071

4950

0

STR

EAM

FLO

W U

NR

EGU

LATE

D

«M

l»

H':

I;1.1!1'

:'-

1111-

.

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

7.

Du

rati

on

hyd

rog

rap

hs

of

dai

ly d

isch

arg

e va

lues

fo

r S

alt

F

ork

A

rkan

sas

Riv

er

nea

r C

he

rok

ee

, O

klah

om

a, w

ate

r years

1

94

2-1

95

0 (

str

eam

flo

w

un

reg

ula

ted

).


07150500 SALT FORK ARKANSAS RIVER NEAR 3ET, OK

LOCATION.--Lat 36°45'11", long 98°07'44", in NE 1/4 NE 1/4 sec.11, T.26 N., R.9 W., Alfalfa County, Hydrologic Unit 11060004, near center of span on downstream side of county road bridge, 0.6 ml downstream from Great Salt Plains Dam, 4 ml upstream from Wagon Creek, 6 ml northeast of 3et, and at mile 102.7.

DRAINAGE AREA.--3,202 mi2 , of which 8 mi 2 is probably noncontrlbuting.

PERIOD OF RECORD.--October 1937 to current year.

REMARKS.--Flow regulated since June 1941 by Great Salt Plains Resevolr.




STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF

MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEJULYAUGUSTSEPTEMBER

ANNUAL

29501470485582

25002720471043904330448022902180

3.10.411.20.940.780.381.55.23.75.75.62.9

1430 37

295242138140232361573790772431197242

368

594363125127392474830971986816415383

300

2.01.50.910.911.71.31.51.21.3 1.9 2.1 1.6

0.82

6.7 5.53.13.25.28.213.017.917.59.84.55.5

100


PERIOD(CON- 'iF'ni-on.i_u

TIVEDAYS)

137

14306090120183



250%

3.34.35.16.18.7

21324481

520%

0.680.951.41.72.64.97.09.8

20

1010%

0.190.360.640.861.42.22.94.08.3

205%

0.000.130.340.480.831.11.31.83.9



2 50%

520%

10 10%

254%

502%

100 1%

3340 6130 8130


10700 12600 14500


PERIOD (CDN-CITfMI

TIVEDAYS)

137

15306090


250%

33903180269019301330855658

520%

6270592050803780267018301400

1010%

8110769066705120369026802030

254%

10200972085606840507039703000


502%

116001110098408100614050703820

1001%

1280012200110009300720063004700



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4750 1640 825 554 413 269 182 119 67 27 12 4.7 2.2 1.1 0.62 0.26 0.03

36

CO

Q Z o a CO ot:

LJ

DL LJ m CD Z>

O LJ

O O

(/)

Q

10*

103

a 10

2

10°

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7150500

STR

EA

MFL

OW

RE

GU

LATE

D

\J

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

8

. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly d

isch

arg

e va

lues

fo

r S

alt

Fo

rk

Ark

ansa

s R

iver

nea

r Je

t,

Okl

aho

ma,

wate

r y

ea

rs 1

94

6-1

98

4 (

str

eam

flo

w r

eg

ula

ted

).


07151000 SALT FORK ARKANSAS RIVER AT TONKAWA, OK

LOCATION.--Lat 36°40'13", long 97°18'33", in NW 1/4 SE 1/4 sec.4, T.25 N., R.1 W., Kay County, Hydrologic Unit 11060004, near right bank on downstream side of pier of bridge on U.S. Highway 77 In Tonkawa, 4 mi downstream from Thompson Creek, 7.8 mi upstream from Chikaskia River, and at mile 33.8.

DRAINAGE AREA.--4,528 mi2 , of which 8 mi 2 is probably noncontributing.

PERIOD OF RECORD.--September 1903 to October 1905 (gage heights only), October 1935 to current year. Monthly discharge only for some periods, published as Arkansas River (Salt Fork) near Tonkawa 1903-4 and as "near Tonkawa" 1905.

REMARKS.--Flow regulated since Dune 1941 by Great Salt Plains Reservoir.


MONTH




MAXIMUM MINIMUM (CFS) (CFS)

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER

ANNUAL

869044301810146051706190792070707540882037503450

0.644.83.67.5

1111148.87.95.75.50.00

2340 96

688571265254424762118014601360809410549

728

155098633129682511601640164016601460687694

571

2.31.7 1.2 1.2 1.9 1.5 1.41.11.2 1.8 1.7 1.3

0.78

7.96.53.02.94.98.713.516.715.69.34.76.3

100



137

14306090120183


NON-EXCEEOANCE PROBABILITY, IN PERCENT

250%

3234374351

102113131191

520%

101112141729354460

1010%

4.24.65.36.18.2

11162230

205%

1.51.72.12.43.74.18.0

1217



2 50%

520%

10 10%

254%

50 2%

1001%

11300 21900 30800


44100 55500 68300



137

15306090

DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,

250%

10600852060904010264017101320

520%

1990016500115007650520035202690

1010%

26100220001520010300726050803870

254%

335002900019800138001020074705670

INDICATED YEARS, ANDIN PERCENT

502%

385003400023100164001260095407230

1001%

4310038800262001900015100119008960



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

9550 3310 1620 1000 722 434 294 194 128 79 50 26 14 5.5 2.9 0.77 0.03

38

co CD

o

o Ul (f) C£

Ul

CL tl o m Z> o Ld

O o

12 Q

104

102

1CP

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

5100

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

9.

Du

ratio

n h

ydro

gra

phs

of

da

ily d

isch

arg

e v

alu

es

for

Sa

lt F

ork

A

rka

nsa

s R

iver

at

To

nka

wa

, O

kla

ho

ma

, w

ate

r years

1

94

6-1

98

4 (

str

ea

mflo

w re

gu

late

d).


07152000 CHIKASKIA RIVER NEAR BLACKWELL, OK

LOCATION.--Lat 36°48'41", long 97*16'41", In NE 1/4 NW 1/4 sec.23, T.27 N., R.1 W., Kay County, Hydrologic Unit 11060005, near left bank on downstream side of State Highway 11 bridge at northeast edge of Blackwell, 0.2 ml downstream from Bitter Creek, and at mile 28.2.

DRAINAGE AREA.--1,859 ml 2 .

PERIOD OF RECORD.--October 1935 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS.--Some regulation at low flow by Lake Blackwell. Small diversion made from reservoir for municipal supply of city of Blackwell.



MONTH


MAXIMUM(CFS)

524044901650166037304560475049105090513024303400

MINIMUM(CFS)

0.901.11.34.410312927266.20.630.64

MEAN(CFS)

443372195190299550779952976463301424

STAN DARD

DEVIATION(CFS)

988751266266555869109010901160843511652

COEFFICIENT OFVARIATION

2.22.01.41.41.91.61.41.11.21.81.71.5

PERCENTOF

ANNUALRUNOFF

7.56.33.33.25.09.313.116.016.47.85.17.1

ANNUAL 1450 71 495 336 0.68 100



137

14306090120183



250%

7.18.1

1016255180

101150

520%

1.51.72.23.86.013243247

1010%

0.560.600.841.62.65.2

111522

205%

0.120.120.320.751.22.25.06.9

11



250%

520%

10 10%

254%

50 2%

100 1%

17300 36300 53800 82400

OKLAHOMA WEIGHTED SKEW = 0.100

109000 140000


PERIOD (CON SECUTIVE DAYS)

DISCHARGE RECURRENCE EXCEEDANCE

2 5 50% 20%

, IN CFS, FOR INTERVAL, IN PROBABILITY,

10 25 10% 4%


50 100 2% 1%

14500 29400 41400 58200 71700 8580037

15306090

92605460318020101290994

18900107006130395025801940

26600144008210538035702670

375001930010800723049403670

462002300012700860060104460

554002650014400994071005260



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

8020 1790 753 451 342 221 161 121 90 66 41 17 5.6 1.6 0.90 0.53 0.08

40

1CT

O 0

1(1*

o

IULJ

CO O

f LJ

C

L

LJ la.

O m Z> o LJ

O

1Cf

o

101

(/) Q

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

71

52

00

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

10. D

ura

tio

n h

yd

rog

rap

hs

o

f d

ail

y d

isch

arg

e v

alu

es

fo

r C

hik

askia

Riv

er n

ear

Bla

ckw

ell,

Ok

lah

om

a,

wate

r y

ea

rs

19

46

-19

84

(s

tre

am

flo

w u

nre

gu

late

d).


07152500 ARKANSAS RIVER AT RALSTON, OK

LOCATION.--Lat 36°30'09", long 96 e*3 l 22", in NW 1/* sec.1, T.23 N., R.5 E., Osage County, Hydrologic Unit 11060006, near left bank on downstream side of pier of bridge on State Highway 18 at Ralston, 2 ml downstream from Salt Creek, 2 mi upstream from Grayhorse Creek, and at mile 59*.0.

DRAINAGE AREA.--5*,*65 mi 2 , of which 7,615 mi 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--October 1925 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected In this vicinity since 1922 are contained in reports of National Weather Service.

REMARKS.--Some regulation since 19*1 by Great Salt Plains Lake? flow regulated since April 1976 by Kaw Lake.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER

MAXIMUM(CFS)

*3*002250012900113002500039800350003330039300*77002570016*00

MINIMUM(CFS)

371231*6156233357*01*05*262188837

MEAN(CFS)

*830352023*022502710*30069808*908830599036303990

STAN DARD

DEVIATION(CFS)

8220*9602*002310387063*089*08**08290812052503880


1.71.*1.01.01.*1.51.30.990.9*1.*1.*0.97

PERCENTOF

ANNUALRUNOFF

8.36.1*.o3.9*.77.*

12.11*.715.310.*6.36.9

ANNUAL 12800 776 *830 3210 0.67 100



1371*306090120183

DISCHARGE, IN CFS,RECURRENCE INTERVAL

FOR INDICATED, IN YEARS


2 550% 20%

*66 188*89 198530 212597 237712 282973 39*1180 50913*0 59918*0 776

1010%

10811312113315922730*367*68

, ANDPERCENT

205%

656872799*138190236299



250%

520%

10 10%

25*%

50 2%

100 1%

56900 110000 152000 211000 259000 310000




137

15306D90


250%

52900*5*0032100211001*900103008270

520%

10200090*0062800*11002910020*001600D

1010%

1390001250008610056200*0*002860022300

25*%

1900001700001180007680056300*060031300


502%

23000020600D1*200092700691005060038800

1001%

2700002*10001660001090008250061*00*6800



1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

52000 19*00 10500 7150 5*20 3590 2550 1950 1*70 1070 7*7 *70 303 177 112 70 22

42

CO

1Cf

O

O in

£

1C!1

Ld U.

O

CD O Ld

O o O

I 1(f 10

2

20-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STA

TIO

N N

UM

BER

071

5250

0

STR

EAM

FLO

W U

NR

EGU

LATE

D

"\ »/ /

. -.-

' --

. .

. .;

fl,'

v'

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

1.

Du

rati

on

hyd

rog

rap

hs

of

dai

ly

dis

char

ge

valu

es f

or

Ark

ansa

s R

iver

at

Ral

sto

n,

Okl

aho

ma,

wa

ter

years

1

92

7-1

97

5

(str

ea

mfl

ow

un

reg

ula

ted

).


07153000 BLACK BEAR CREEK AT PAWNEE, OK

LOCATION.--Lat 36 0 20'37", long 96 047'57", on east line of SE 1/4 NE 1/4 sec.31, T.22 N., R.5 E., Pawnee County, Hydrologic Unit 11060006, on downstream side of left pier of bridge on State Highway 18 In north Pawnee, 300 ft downstream from Skedee Creek, and at mile 23.4.


PERIOD OF RECORD.--Duly 1944 to current year.

REMARKS.--Flow regulated since 1968 by numerous floodwater-retardlng structures.

STREAMFLW UNREGULATED



*MONTH


ANNUAL

1AXIMUM (CFS)

26405845231744304541290214021809324261350

492

MINIMUM (CFS)

0.000.000.020.371.30.901.12.34.70.300.000.00

23

MEAN (CFS)

2206544264983

20241333226173

191

164

TION (CFS)

57213811245100124391569476273116353

137

VARI ATION

2.62.12.51.72.11.51.91.41.41.01.61.8

0.83

ANNUAL RUNOFF

11.23.32.31.32.54.210.321.116.913.33.79.8

100



137

14306090120183



250%

0.800.850.921.21.83.65.07.1

16

520%

0.000.000.060.090.140.300.621.52.3

1010%

0.000.000.000.000.000.010.130.560.75

205%

0.000.000.000.000.000.000.000.090.28



2 50%

520%

10 10%

254%

502%

1001%

5520 10200 14500 21400


27900 35700



137

15306090


250%

4540349020001140700419336

520%

88506700387022301340847692

1010%

1300095905540317018801220998

254%

204001420082204610269018101460

502%

2770018400106705870339023201860

1001%

3680023400135507300420029202300



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3430 729 192 91 57 27 15 8.7 5.3 3.4 1.8 0.47 0.09 0.04 0.02 0.01 0.00

44

cn

Q z

o

o LU

01 LU

1C?

E

10*

1(f

^

irfCD

Z

) O

T 10

1LU o

o: g

10°Q

10,-1

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

71

53

00

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

1

2.

Du

ratio

n h

ydro

gra

ph

s of

daily

dis

charg

e v

alu

es

for

Bla

ck B

ear

Cre

ek

at

Paw

nee,

Okl

ahom

a,

wate

r y

ea

rs

19

49

-19

67

(str

eam

flow

unre

gula

ted).


07153100 RANCH CREEK AT CLEVELAND DAM, NEAR CLEVELAND, OK

LOCATION.--Lat 36°17'00", long 96"34 I 35" in SW 1/4 NE 1/4 sec.20 T.21 N., R.7 E., on intake at Cleveland Dam on Ranch Creek, 0.3 mi upstream from Carpenter Creek, 0.5 mi upstream from Turkey Creek, and 6.5 mi southwest of Cleveland.

DRAINAGE AREA.--21.9 mi 2 .

PERIOD OF RECORD.--November 1944 to September 1963. Monthly discharge only for .some periods, published in WSP 1731.

REMARKS.--Flow regulated since 1944 by Cleveland Resevoir.



MONTH


ANNUAL

MAXIMUM(CFS)

20551239.1

175472

21572541782

32

MINIMUM(CFS)

0.000.000.000.000.000.000.000.000.010.000.000.00

0.08

MEAN(CFS)

143.32.01.63.28.09.3

3014112.06.9

8.9

STAN DARD

DEVIATION(CFS)

48125.52.95.3

15185220175.5

20

9.6


3.43.62.81.81.71.81.91.71.41.52.72.9

1.1

PERCENT OF

ANNUALRUNOFF

13.03.11.91.53.07.58.7

28.613.610.81.96.5

100



13714306090120183



250%

0.000.000.000.000.000.000.000.000.00

520%

0.000.000.000.000.000.000.000.000.00

1010%

0.000.000.000.000.000.000.000.000.00

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

50 2%

1001%

1530 4800 8640


16000 23800 33900



137

15306090


250%

56523611766402521

520%

1450594300165986248

1010%

21008714472391378764

254%

2860122064033118311380


502%

3350147078139421112989

1001%

3770170091445123514295



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

211 22 5.5 2.0 0.78 0.1D O.D8 0.07 0.06 0.04 0.03 0.01 D.01 0.00 0.00 0.00 0,00

46

Q Z o

10

* E

10f

TT

T

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I i i

STA

TIO

N N

UM

BE

R 0

7153100

STR

EA

MFL

OW

RE

GU

LATE

D

I" 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

13. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es f

or

Ran

ch C

reek

at

Cle

vela

nd

Dam

n

ear

Cle

vela

nd

, O

klah

om

a, w

ate

r y

ea

rs 1

95

5-1

96

3 (

str

eam

flo

w r

eg

ula

ted

).


07154500 CIMARRON RIVER NEAR KENTON, OK

LOCATION.--Lat 36*55'36", long 102*57'31", in SE 1/4 sec. 4, T.5 N., R.1 E., Cimarron County, Hydrologic Unit 11040001, near right bank on downstream side of pier of county road bridge, 1.5 mi upstream from North Carrizo Creek, 1.7 mi northeast of Kenton, 2.2 mi downstream from Carrizozo Creek, and at mile 594.0.

DRAINAGE AREA.--1,106 mi2 , of which 68 mi 2 is probably noncontributing.

PERIOD OF RECORD.--Apr11 1904 to 3uly 1905 (gage heights only), October 1950 to current year.

REMARKS. Extensive diversions for irrigation above station.




STAN DARD



OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER

334129.66.76.84.4

116525514204406235

ANNUAL 95

0.000.000.000.000.030.010.000.030.000.340.000.00

1.3

142.12.22.01.91.67.0

4042406533

21

592.52.01.71.61.1

2211899479362

22

4.21.20.940.660.830.683.12.92.31.21.41.9

1.0

5.60.90.90.80.70.62.815.916.815.826.013.2

100



137

14306090

120183



250%

0.000.000.000.000.010.360.610.981.2

520%

0.000.000.000.000.000.000.080.170.30

1010%

0.000.000.000.000.000.000.000.010.13

205%

0.000.000.000.000.000.000.000.000.06



50% 20% 10% 4% 2% 1%

5830 15800 25200 40000 52900 67200




137

15306090


250%

14106623421811036546

520%

38601720859445245149108

1010%

606026001280662366220162

254%

932038301850959542321244


502%

12000478022701190684402313

1001%

14700571026801410832486387



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

394 31 9.8 5.2 3.9 2.6 1.8 1.2 0.59 0.17 0.01 0.00 0.00 0.00 0.00 0.00 0.00

48

1Cf

<£>

Q Z o

o LJ to 01

LJ a. LJ

LJ

b_

O m

1}

o LJ

O

01 <

o CO

Q

vf t

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

071

5450

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

101

I

10

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

14. D

ura

tion h

ydro

gra

ph

s of

daily

dis

charg

e v

alu

es

for

Cim

arr

on

Riv

er

ne

ar

Kento

n,

Okl

ah

om

a,

wate

r ye

ars

1956-1

984 (

str

eam

flow

un

reg

ula

ted

).


07155000 CIMARRON RIVER ABOVE UTE CREEK NEAR BOISE CITY, OK

LOCATION.--Lat 36"55'00", Long 102°36'00", in SE 1/4 sec.10, T.5 N., R.4 E., on right bank 1,000 ft downstream from Kohler's dam, 1 ml upstream from Cold Springs Creek, 5.5 ml upstream from Ute Creek, 14 ml northwest of Boise City, and at mile 560.0.

DRAINAGE AREA.--1,955 mi 2 , of which 76 ml 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--May 1905 to August 1907 (published as "near Garrett"), October 1942 to September 1954.

REMARKS.--Records Include water diverted at Kohler's dam 1,000 ft above gage for sluicing of canal, from which thewater returns to stream Just below the gage control, and for Irrigation of about 650 acres below station, from which the return flow enters stream 8.3 miles below gage. Diversions for irrigation of about 8,600 acres above station.


MONTHLY AND ANNUAL MEAN DISCHARGES 1943-54 MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-54


STAN DARD



OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER

ANNUAL

114555447383766268247296423197

83

0.000.000.000.000.000.000.000.000.008.25.40.00

11

129.0

1110

7.56729116931

41

3316171510111982869813458

19

2.71.71.51.51.21.22.41.51.21.10.791.9

0.48

2.5 1.9 2.22.11.71.81.6

11.614.818.734.86.3

100


13714306090120183


NON-EXCHEDANCf: PROBABILITY, IN PERCENT

250%

0.000.000.000.000.000.001.61.93.2

520%

0.000.000.000.000.000.000.000.000.07

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

502%

100 1%

8600 16000 21800 30100


36800 43900


PERIOD (CON-SFCU-TIVEDAYS)

13715306090


250%

26401270644344204145117

520%

463020001070575360250195

1010%

607024601390743485328249

254%

794030101800970667437316


502%

9360338021301150822525365

1001%

10800373024701330992617413



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

675 114 57 35 21 9.8 4.8 2.1 0.12 0.08 0.05 0.03 0.01 0.00 0.00 0.00 0.00

50

Oi

10T

9 10

4o

o LJ

LJ

Q.

LJ

O

QD

ID

O O O en Q

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

z 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07155000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

15. D

ura

tion h

ydro

gra

ph

s o

f daily

dis

cha

rge

valu

es

for

Cim

arr

on

Riv

er

ab

ove

Ute

Cre

ek

ne

ar

Bois

e C

ity,

Okl

ah

om

a,

wate

r ye

ars

1946-1

954 (s

tre

am

flo

w u

nre

gu

late

d).


07156900 CIMARRON RIVER NEAR FORGAN, KS

LOCATION.--Lat 37°00'45", long 100°29'30", In SE 1/4 SE 1/4 sec.8, T.35 S., R.24 E., Mead County, Kans., Hydrologic Unit 11040006, near center of span on downstream side of pier of bridge on Kansas State Highway 23, 0.8 ml north of Oklahoma-Kansas State Line, 7.8 ml north of Forgan, and at mile 35.7.

DRAINAGE AREA.--8,536 ml2 , of which 4,316 ml 2 Is probably noncontributlng.


REMARKS.--Extensive diversion for Irrigation above station.




STAN DARD




ANNUAL

751114102110167111376476364211208210

145

333836404649454532231926

40

946567667168899881606762

74

1602019172714729775444851

26

1.70.310.280.260.380.210.810.990.920.740.710.82

0.36

10.67.37.67.48.07.7

10.011.09.16.77.56.9

100


PERIOD(CONSECUTIVEDAYS)

137

14306090120183


FOR INDICATED, IN YEARS, AND


2 550% 20%

24 1925 2028 2230 2436 2741 3145 3447 3653 41

1010%

181820212327293136

205%

161718192023252732



2 50%

520%

10 10%

254%

50 2%

100 1%

2250 6530 11600 21900 33300 48800

WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.188



137

15306090


250%

75944127218113710696

520%

23201300714415271186153

1010%

429024201270690412262205

254%

8420493024801250677396289


502%

13200802039501900958529369

1001%

1990012700612028401330699465



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

382 120 96 87 79 70 64 58 52 47 40 33 28 23 21 19 16

52

en

oo

1Cf

Q Z o a Ul

Ld

Q_

20-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIU

TY

80-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

STAT

ION

NU

MBE

R 0

7156

900

STR

EAM

FLO

W U

NR

EGU

LATE

D

JO

CT

NO

V

DEC

JA

N

FEB

MAR

A

PR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

16. D

ura

tion h

ydro

gra

ph

s o

f daily

d

isch

arg

e v

alu

es

for

Cim

arr

on

Riv

er

ne

ar

Forg

an,

Ka

nsa

s,

wa

ter

yea

rs

1966-1

984 (

str

ea

mflo

w unre

gula

ted).


07157000 CIMARRON RIVER NEAR MOCANE, OK

LOCATION.--Lat 36°59', long 100°19', In SW 1/4 NW 1/4 sec.24, T.6.N., R.25 E., near right bank on downstream side of pier of bridge on county road, 6.5 mi northeast of Mocane, 14.7 ml upstream from Crooked Creek, and at mile 364.1.

DRAINAGE AREA.--8,670 ml 2 , of which 4.365 ml 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--October 1942 to September 1965 (discontinued).

REMARKS.--Extensive diversions for Irrigation above station.




fMONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEOULYAUGUSTSEPTEMBER

ANNUAL

1AXIMUM (CFS)

3691701271051471142531100795592466202

202

MINIMUM (CFS)

354842325453523927152115

57

MEAN (CFS)

8478757783778518715610712376

101

TION (CFS)

7031191623154629019512611957

45

VARI ATION

0.840.400.260.210.280.200.541.51.21.20.970.75

0.44

ANNUAL RUNOFF

7.06.46.26.46.96.47.115.512.98.910.26.3

100



137

14306090120183



250%

111518233037455162

520%

5.97.29.1131725323847

1010%

2.73.76.08.8

1220273240

PERCENT

205%

0.01.14.06.48.9

17232736



2 50%

520%

10 10%

254%

50 2%

1001%

5210 11800 18600 30900 43300 59200




137

15306090


250%

1640904558351243180149

520%

456023901390808510344271

1010%

8050413023301310786501385

254%

152007590416022801290773578

502%

23200114006170333018201040765

1001%

34200166008890475025101380996



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

848 226 145 109 100 83 72 64 55 47 38 27 20 12 8.7 6.3 2.1

54

en

en

10*

O LJ

Q_

LJ

LJ O LJ

O o

c/2

Q

10'

1Cf

20-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STAT

ION

NU

MBE

R 0

7157

000

STR

EAM

FLO

W U

NR

EGU

LATE

D

^/^

; T

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

17. D

ura

tio

n h

ydro

gra

ph

s of

dai

ly d

isch

arg

e va

lues

fo

r C

imar

ron

R

iver

nea

r M

oca

ne,

O

klah

om

a, w

ate

r ye

ars

1947-1

965 (

stre

amfl

ow

un

reg

ula

ted

).


07157950 CIMARRON RIVER NEAR BUFFALO, OK

LOCATION.--Lat 36°51'07", long 99°18'54", in SE 1/4 NE 1/4 sec.2, T.27 N., R.20 W., Harper County, Hydrologic Unit 11050001, near left bank on downstream side of pier of U.S. Highway 64, 0.5 mi downstream from Keno Creek, 17.0 mi northeast of Buffalo, and at mile 289.1.

DRAINAGE AREA.--12,004 mi 2 , of which 4,813 mi 2 Is probably noncontributlng.

PERIOD OF RECORD.--May 1960 to current year.



MONTH


ANNUAL

MAXIMUM(CFS)

7884822701552161850130083212304614761100

430

MINIMUM(CFS)

0.000.478.6

3140278.76.06.70.210.000.00

41

MEAN(CFS)

10394899412419516120625710099157

140

STAN DARD

DEVIATION(CFS)

18798583843358262228296133120263

81

COEFFI CIENT OFVARIATION

1.81.00.650.400.351.81.61.11.21.31.21.7

0.58

PERCENT OF

ANNUALRUNOFF

6.15.65.35.67.411.69.612.315.35.95.99.3

100


PERIOD(CON- cppij.OLV-U

TIVEDAYS)

137

14306090120183

DISCHARGERECURRENCE

, IN CFS,INTERVAL,

FOR INDICATEDIN YEARS


250%

0.000.000.000.001.06.3

2127

520%

0.000.000.000.000.000.693.26.2

54 18

1010%

0.000.000.000.000.000.140.932.48.7

, ANDPERCENT

205%

0.000.000.000.000.000.010.281.04.5



250%

5 20%

1010%

254%

502%

100 1%

4130 9120 13400 19800 25200 31100




137

15306090


250%

262017801090688471320265

520%

5300349021401310855538430

1010%

73204780300018501200734568

254%

999065004240270017701060777

502%

1200078105270347023001360962

1001%

14000913063804370295017301170



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1740 459 254 195 154 116 85 61 40 22 6.9 0.01 0.00 0.00 0.00 0.00 0.00

56

Oi

Q

Z O a to LJ

LU ID

O

10*

103 icf 10°

O I

10-'

Q

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

071

5795

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

1

8.

Du

ratio

n h

ydro

gra

phs

of

da

ily d

isch

arg

e v

alu

es

for

Cim

arr

on R

ive

r n

ea

r B

uff

alo

, O

klahom

a,

wa

ter

years

1

96

6-1

98

4 (

str

eam

flow

u

nre

gu

late

d).


07157960 BUFFALO CREEK NEAR LOVEDALE, OK

LOCATION.--Lat 36°46'08", long 99°21'58", In NW 1/4 NW 1/4 sec.4, T.26 N., R.20 W., Harper County, Hydrologlc Unit 11050001, near center of channel on downstream side of pier of bridge on State Highway 34, 1.2 ml east of Lovedale, 1.3 ml upstream from Sleeping Bear Creek, and at mile 7.6.


PERIOD OF RECORD.--August 1966 to current year.



MONTH


MAXIMUM(CFS)

8121351212W371492990

144138

MINIMUM(CFS)

0.000.000.000.000.870.400.240.000.000.000.000.00

MEAN(CFS)

6.93.83.52.93.5

1011308.97.1

1711

STAN DARD

DEVIATION(CFS)

196.08.23.43.1

1313438.2

213832


2.81.62.31.20.881.21.11.40.912.92.33.0

PERCENTOF

ANNUALRUNOFF

6.03.33.02.53.08.89.7

25.87.86.2

14.39.5

ANNUAL 35 0.78 9.6 8.5 0.88 100



137

14306090120183



250%

0.000.000.000.000.000.000.220.400.89

520%

0.000.000.000.000.000.000.000.070.18

1010%

O.OD0.000.000.000.000.000.000.020.06

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

50 2%

1001%

1010 3980 8000 16600


26500 40200



137

15306090


250%

3391859757392519

520%

1240578279153965744

1010%

234010104742561528565

254%

4480179082344124512795


502%

671025601170625331161119

1001%

955034901590856432198145



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

148 24 13 8.8 6.1 3.0 1.9 1.3 0.71 0.19 0.01 0.00 0.00 0.00 0.00 0.00 0.00

58

01 CD

10*

10s

o a Ld

C

L ti | io1

o ul

10"

o w

10'

Q

10"

t 20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

L--

--50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

- 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

T

|

j

j

STAT

ION

NU

MB

ER

071

5796

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

9.

Du

ratio

n hyd

rogra

phs

of

daily

dis

charg

e v

alu

es

for

Bu

ffa

lo C

ree

k n

ea

r Love

dale

, O

kla

ho

ma

, w

ate

r ye

ars

1

97

6-1

98

4 (

stre

am

flow

u

nre

gu

late

d).


07158000 CIMARRON RIVER NEAR WAYNOKA, OK

LOCATION.--Lat 36°31'02", long 98°52'45", In NW 1/4 NE 1/4 sec.35, T.24 N., R.16 W., Woods County, Hydrologlc Unit 11050001, near left bank on downstream side of bridge on U.S. State Highway 281, 4 ml south of Waynoka, and at mile 247.0.

DRAINAGE AREA.--13,334 ml2 , of which 4,830 ml 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--September 1903 to December 1905 (gage heights and discharge measurements only), October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS.-- Extensive diversions for Irrigation above station.



MONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPKILMAYJUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

264058749329010102200294056703670383025101480

1080

MINIMUM(CFS)

0.000.002.02.7

30136.0

110.600.010.000.00

47

MEAN(CFS)

242123110121179229389881674385254288

323

STAN DARD

DEVIATION(CFS)

4851378971

1623205791360874659408402

258


2.01.10.810.590.901.41.51.51.31.71.61.4

0.80

PERCENT OF

ANNUALRUNOFF

6.33.22.83.14.65.9

10.022.717.49.96.67.4

100



137

14306090120183



250%

0.000.000.000.333.1

14324778

520%

0.000.000.000.000.000.494.09.8

24

1010%

0.000.000.000.000.000.000.873.5

12

PERCENT

205%

0.000.000.000.000.000.000.171.36.5



250%

520%

1010%

254%

50 2%

1001%

19000 35000 48400 68800 86600 107000




137

15306090


250%

93505250286017201110718565

520%

185001080061003630233015501190

1010%

251001540091005460348024001810

254%

3340021900140008550541039502890

502%

39400271001850011500723055303970

1001%

45100327002380015100944075605330



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

0.005280 1110 525 348 254 170 121 83 54 29 9.0 0.31 0.01 0.00 0.00 0.00

60

10

5

E

C/)

o: Ld

Q_

Ld

10*

10s

£

1*

o m z>

o LJ g

10°

X

O 5

10"1

10k-2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07158000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

E 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

20. D

ura

tion h

ydro

gra

ph

s of

daily

dis

charg

e v

alu

es

for

Cim

arr

on R

ive

r n

ea

r W

ayn

oka

, O

klahom

a,

wate

r ye

ars

1

94

6-1

98

4 (

stre

am

flow

un

reg

ula

ted

).


07158400 SALT CREEK NEAR OKEENE, OK

LOCATION.--Lat 36°06'11", long 98"11'36", in SW 1/4 sec.20, T.19 N., R.9 W., Kingfisher County, near left bank on downstream wingwall of county bridge, 2.2 mi downstream from Spring Creek, 7.0 mi east of Okeene, and at mile 2.2,

DRAINAGE AREA.--196 mi 2 .

PERIOD OF RECORD.--June 1961 to September 1967, December 1973 to September 1979 (discontinued).



MONTH

OCTOBERNOVEMBERW.CLMHLHJANUARYmiRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

85373314112016875

478333894067

134

MINIMUM(CFS)

2.12.03.04.82.92.65.63.39.31.24.13.0

10

MEAN(CFS)

2484131420352510982201426

39

STAN DARD

DEVIATION(CFS)

31136

9.613335921131113251123

34


1.31.60.750.961.61.70.851.21.41.30.810.90

0.88

PERCENT OF

ANNUALRUNOFF

5.118.02.72.94.47.65.4

23.417.74.23.15.5

100


PERIOD(CONSECU TIVEDAYS)

13714306090120183



250%

1.92.02.32.73.65.26.16.28.7

520%

0.590.640.761.01.93.43.83.74.8

1010%

0.270.290.360.551.32.62.93.03.9

205%

0.130.140.180.300.932.12.42.63.3



2 50%

520%

10 10%

254%

502%

1001%

4770 7690 9980 13300


16100 191DO



13715306090


250%

215098750025715810377

520%

36101750866452305193144

1010%

473024001160625449270201

254%

632034301570902701388290


502%

7610436019201160953492367

1001%

90005450230014601270611456

DURATION TABLE DF DAILY MEAN FLOW FOR PERIOD OF RECORD 1962-67, 1975-79


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

758 98 41 27 20 13 10 8.1 6.8 5.5 4.3 2.7 1.8 1.2 0.76 0.41 0.15

62

C7)

CO

1C?

104

Q z

o a GO tf 1C?

LJ

LJ

U. i *

O

I 10

1LJ

O I 10

°a

10"'

I

J II

I

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

71

58

40

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

. ..

ri

/w|lJ

i OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

2

1.

Du

ratio

n

hyd

rog

rap

hs

of

daily

d

isch

arg

e va

lue

s fo

r S

alt

Cre

ek

ne

ar

Oke

ene,

Okl

ahom

a,

wa

ter

years

1

96

4-1

96

7

19

75

-19

79

(s

tre

am

flo

w u

nre

gu

late

d).


07159000 TURKEY CREEK NEAR DRUMMOND, OK

LOCATION.--Lat 36°19'05", long 98°00'03", In NE 1/4 NE 1/4 sec.12, T.21 N., R.8 W., Garfield County, near right bank on downstream side of pile bent of bridge on county road, 2.2 ml northeast of Drummond, 2.5 ml downstream from Clear Creek, and 9 mi southwest of Enid.








OCTOBERNOVEMBLRDECEMBERJANUARYf LBRUARYMARCHAPIUlMAYJUNLJULYAUGUSTSEPTEMBER

ANNUAL

47536232

1133191362521030803415401188

179

0.000.030.100.140.360.030.090.301.60.000.000.00

3.9

42376.4

11221441150133574430

49

106978.0

25672971

2471971139750

51

2.62.7 1.3 2.3 3.1 2. 1 1.V 1.7 1.5 2.0 2.2 1.7

7.16.31.11.93.72.46.9

25.622.79.77.65.0

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OK RECORD 1949-70


13714306090120183

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE [NTERVAL, IN YEARS, AND

NON-EXCtEDANCE PROBABILITY, IN PERCENT

250%

0.000.000.000.030.200.581.42.14.1

520%

0.000.000.000.000.000.100.260.440.86

1010%

0.000.000.000.000.000.020.040.150.35

205%

0.000.000.000.000.000.000.000.020.16



2 50%

520%

10 10%

254%

50 2%

100 1%

2640 7200 12200 21500


30900 43000


PERIOD (CON-SFCUTIVEDAYS)

137

15306090

DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCFEDANCE PROBABILITY,

250%

1510106059632818911285

520%

347023701480821494309237

1010%

5180342022401250775506394

254%

77404860338018801205835661


502%

990059704310240015701140913

1001%

12200710053002950197014911210



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1360 144 33 18 12 6.2 3.6 2.0 1.2 0.55 0.22 0.01 0.00 0.00 0.00 0.00 0.00

64

Q Z o a a:

LJ

o_ b

CD

O

i

DD Z>

O LoJ

O a:

o

10

* E

10*

10°

a 10'

= 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I 10°

</2

10Q

r1

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I!1 !|!! 11

<I

'II Jiiii

jtfi

i' i

ii i '?:

'I1

J

M!! !! ' "

! JH

Hl| l"l

I", III)

I", " 'l

nil

STAT

ION

NU

MB

ER

07159000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

2

2.

Dura

tion hydro

gra

phs o

f daily

dis

charg

e v

alu

es

for

Tu

rke

y C

reek

near

Dru

mm

on

d,

Okl

ahom

a,

wate

r ye

ars

1

95

2-1

97

0 (s

tream

flow

un

reg

ula

ted

).


07159100 CIMARRON RIVER NEAR DOVER, OK

LOCATION.--Lat 35'57'06", long 97'54'51", in SW 1/4 NE 1/4 sec.14, T.17 N., R.7 W., Kingfisher County, Hydrologlc Unit 11050002, near right bank on downstream bridge on U.S. Highway 81, 1.0 ml downstream from Turkey Creek, 2.0 ml south of Dover, 2.5 ml upstream from Kingfisher Creek, and at mile 160.6.

DRAINAGE AREA.--15,713 ml 2 , of which 4,926 ml 2 Is probably noncontrlbutlng.


STREAHFLOW UNREGULATED



STAN DARD DEVIA-

MEAN TION (CFS) (CFS)



ANNUAL

31003380775559

13101970171058203800139011702000

1390

48507062767761

533207453014

325

509679224232386843702

27401410427344408

745

899106020716936675754216001210459422600

378

1.81.50.920.730.950.900.770.580.861.11.2 1.5

0.51

5.7 7.62.52.64.39.57.9

30.815.94.83.94.6

100



13714306090120183


FOR, IN

NON-EXCEEDANCE PROBABILITY

2 550% 20%

27 1330 1433 1840 2448 3181 45

112 61129 72166 83

1010%

7.79.2

12172333435660

INDICATEDYEARS, AND, IN PERCENT

205%

4.96.08.6

131826334647



250%

520%

10 10%

254%

502%

100 1%

28200 50800 67800 91100 110000 129000



PERIOD (CON-

TIVE DAYS)


2 550% 20%


10 2510% 4%


50 100 2% 1%

18400 29400 36900 46300 53200 6000037

15306090

1300077705230344022301690

21600119007800513032902510

27800147009280627040403070

359001800010900771050403800

423002030012000878058204350

487002260012900985066304910



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

9900 3090 1490 938 665 422 282 203 147 101 69 49 35 20 12 8.0

66

Q Z

O to LJ

O.

Ld

L

d

O CD Z)

O Ld

O O

10T 10*

irf

10°

10T

20-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

STA

TIO

N N

UM

BER

071

5910

0

STR

EAM

FLO

W U

NR

EGU

LATE

D

» N

\

.'.

.",

/, -

J

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

23. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly d

isch

arg

e va

lues

fo

r C

imar

ron

Riv

er

nea

r D

ove

r,

Okl

aho

ma,

wat

er y

ears

1

97

6-1

98

4 (

stre

amfl

ow

un

reg

ula

ted

).


07160000 CIMARRON RIVER NEAR GUTHRIE, OK

LOCATION.--Lat 35 0 55'07", long 97°25'34", near center of east line of sec.29, T.17 N., R.2 W, Logan County, HydrologicUnit 11050002, on downstream side of second pier from left bank of State Highway 77 bridge, 1.6 mi downstream fromCottonwood Creek, 2.5 mi north of Guthrie, 6.1 mi upstream from Skeleton Creek, and at mile 122.4.

DRAINAGE AREA.--16,892 ml 2 , of which 4,926 mi 2 is probably noncontributing.

PERIOD OF RECORD.--October 1937-76, October 1983 to current year. Monthly discharge only for some periods, published in WSP's 1311 and 1731.


MONTHLY AND ANNUAL MEAN DISCHARGES 1938-76, 1984

MONTH

OCTOBERNOVEMBERDECEMBERJANUARYmiRUARYMARCHAPRILMAYJUNEJULYAUGUSTSF.PTtMBER

ANNUAL

MAXIMUM(CFS)

7030615096310602850632081801500011800422041003150

2860

MINIMUM(CFS)

0.790.701.46.4

22256763599.6

268.0

192

MEAN(CFS)

901556292294440686125022301880828529774

889

STAN DARD

DEVIATION(CFS)

155010302342425711090177030202160965760833

621


1.71.90.800.821.31.61.41.31.21.21.41.1

0.70

PERCENTOF

ANNUALRUNOFF

8.55.22.72.84.16.411.720.917.67.85.07.3

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-76, 1984


137

14306090

120183



250%

2628324170

133172219299

520%

5.15.56.28.1

14304768

102

1010%

1.81.92.22.85.0

10192951

205%

0.710.750.851.11.83.47.5

1227



2 50%

520%

10 10%

254%

50 2%

100 1%

29200 56000 75500 101000 120000 139000


MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-76, 1984



2 5 50% 20%


10 25 10% 4%


50 100 2% 1%

21700 41500 55800 74400 88200 10200037

15306090

1500087205080324021201640

28800172009940630042303210

392002410013900888061004580

5300033800198001280090806700

63600417002470016100118008580

743005010030000198001490010700

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-76, 1984


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

13700 3320 1580 1040 751 486 344 255 189 132 86 37 13 2.8 0.91 0.63 0.45

68

CD

10s

Q R

10*

LJ

QL

LJ

LJ O

CD O LJ

O O c/2 Q

10*

1Cf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

16

00

00

STR

EAM

FLO

W U

NR

EG

ULA

TED

^ -

MV

\

XT'

\ ^

s .

'V;

OC

T N

OV

D

EC

JAN

F

IB

MAR

AP

R

MAY

JU

NE

JU

LY

AUG

SE

PT

Fig

ure

24. D

ura

tion h

ydro

gra

ph

s o

f daily

dis

charg

e v

alu

es

for

Cim

arr

on R

iver

near

Guth

rie,

Okl

ah

om

a,

wa

ter

yea

rs

19

39

-19

76

,19

84

(st

rea

mflo

w u

nre

gu

late

d).


07160500 SKELETON CREEK NEAR LOVELL, OK

LOCATION. --Lat 36°03'36", long 97°35'05", In NW 1/4 SW 1/4 sec.1, T.18 N., R.4 W., Logan County, Hydrologlc Unit 11050002, near right bank on downstream side of pier of bridge on State Highway 74, 2 ml upstream from Otter Creek, 2.8 ml east of Lovell, and at mile 14.6.

DRAINAGE AREA.--410 ml2 .





STAN DARD

DEVIA- MEAN T10N (CFS) (CFS)


OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3IJNE3ULYAUGUSTSEPTEMBER

ANNUAL

14701290142289667811490285013907394311050

0.401.32.13.23.82.62.84.78.40.343.40.40

434 17

136862929601069938021210352109

117

307229355713621213658630818793197

111

2.32.7 1.2 2.0 2.32.01.41.5 1.51.8 1.8 1.8

0.94

9.7 6.22.12.04.37.67.0

27.115.17.43.77.8

100



137

14306090120183


NON-EXCEEDANCE PROBABILITY,

250%

2.02.63.24.36.28.3

101219

520%

0.470.781.11.41.83.94.96.27.9

1010%

0.060.140.220.240.682.53.54.45.1

IN PERCENT

205%

0.000.000.000.000.251.72.63.43.7


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YhARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

10 10%

25 4%

50 2%

1001%

4950 13100 22200 39700


58300 83100



137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCL'EDANCE PROBABILITY, IN PERCENT

250%

400026301400775466291213

520%

94106250338018701090676489

1010%

1460095905160283016401020736

254%

234001490078904300247015401120

502%

3160019600102005540317020001450

1001%

4140024900128006880392024901830



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2550 352 116 64 42 24 17 13 9.6 7.2 5,3 3.4 2.3 0.94 0.37 0.12 0.02

70

-si

104

Q

O 8

105

Dt:

UJ

CL

UJ

UJ u. §

trfo U

J O o

c/2 Q

10'

10°

20-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07160500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

"l '\'^

r I

A »

/» l"

IT

-'

i r

--.r

----ii

-

u

J »L

'

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

25. D

ura

tion h

ydro

gra

phs

of

daily

d

isch

arg

e v

alu

es

for

Ske

leto

n C

reek

ne

ar

Love

ll,

Okl

ahom

a,

wa

ter

years

1

95

6-1

98

4 (

str

eam

flow

u

nre

gu

late

d).


07161000 CIMARRON RIVER AT PERKINS, OK

LOCATION.--Lat 35°57'32", long 97*01'49", in SW 1/4 SW 1/4 sec.7, T.17 N., R.3 E., Payne County, Hydrologic Unit11050003, near right bank at downstream side of bridge on U.S. Highway 177, 1.0 mi south of Perkins, 1.5 mi upstreamfrom Dugout Creek, 4.0 mi downstream from Wildhorse Creek, and at mile 87.3.

DRAINAGE AREA.--17,852 mi 2 of which 4,962 mi 2 is probably noncontributing.

PERIOD OF RECORD.--Dune 1939 to current year. Monthly discharge only for some periods, published in WSP 1311. Gage-height records collected at same site since 1927 are contained in reports of National Weather Service.



MONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

11500112001740204041006990112001780014200525053104370

3610

MINIMUM(CFS)

4.12.23.57.9

26298291

162221923

235

MEAN(CFS)

1160791401377599912

1550331024801050604997

1190

STAN DARD

DEVIATION(CFS)

22201720392373841135022403960258011508931160

844


1.92.20.980.991.41.51.51.21.01.11.51.2

0.71

PERCENTOF

ANNUALRUNOFF

8.25.62.82.64.26.410.923.317.47.44.27.0

100



13714306090120183



250%

51546175110187223265360

520%

16171924356281106143

1010%

7.48.19.3

111629405883

IN PERCENT

205%

3.74.14.65.57.913

'213452



250%

5 20%

10 10%

254%

50 2%

1001%

30700 61000 84900 118000 145000 173000




137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YLARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

250%

2740019700117007000453029702270

520%

52500384002320013900885058504420

1010%

702005250032500194001230082506190

254%

9220071400454002730017300118008780

502%

108000859005590033700214001480010900

1001%

1230001000006680040500258001810013300



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

17500 4580 2220 1430 1010 632 439 325 244 177 124 63 28 9.3 3.6 2.5 1.3

72

10s

F

CO

Q :z o o Ld

GO CE Ld

C

L

Ld

L

d

L_

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

6100

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

y 103

10

0 z>

o Ld

O O

CO Q

10° t

101

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

2

6.

Du

ratio

n h

ydro

gra

phs

of

daily

d

isch

arg

e v

alu

es

for

Cim

arr

on

Riv

er

at

Perk

ins,

O

kla

ho

ma

, w

ate

r ye

ars

1

94

6-1

98

4 (s

tream

flow

unre

gula

ted).


07163000 COUNCIL CREEK NEAR STILLWATER, OK

LOCATION.--Lat 36*06'58", long 96*52'03", In NW 1/4 NE 1/4 sec.22, T.19 N., R.4 E., Payne County, Hydrologic Unit 11050003, on right bank downstream side of bridge on State Highway 51, 10.0 mi east of Stillwater, and at mile 10.0. Prior to Nov. 9, 1982, gage 200 ft upstream.

DRAINAGE AREA. 31 mi2 .

PERIOD OF RECORD.--March 1934 to current year.



STAN DARD CDEFFI- PERCENT

DEVIA- CIENT OF OFf

MONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

42918618352778

15820296110129113

49

MINIMUM (CFS)

0.000.000.000.000.000.000.000.000.040.000.000.00

0.68

MEAN (CFS)

167.92.83.74.0111526199.35.5

10

11

TION (CFS)

63274.67.25.9

16253824211922

11

VARI ATION

3.93.41.62.01.51,51.71.51.32.33.42.2

1.0

ANNUAL RUNOFF

12.46.12.22.83.18.611.319.614.97.14.27.8

100



13714306090120183


NON-EXCEEDANCE PROBABLLITY, IN PERCENT

250%

0.000.000.000.000.000.020.180.431.1

520%

0.000.000.000.000.000.000.000.030.16

1010%

0.000.000.000.000.000.000.000.000.03

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

502%

1001%

1980 4460 7140 12200


17600 24800



137

15306090


EXCEEDANCE PROBABILITY, IN PERCENT

250%

52723311565412620

520%

1240561280157965945

1010%

20009124562491479067

254%

34001560780410233138101

502%

487022401110567311180130

1001%

6770311015507604032?8162



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

241 22 7.0 4.3 2.9 1.5 0.72 0.33 0.14 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00

74

01

o

o LJ to LJ a. LJ o

m o o o

(/) Q

1C

f E

101

10°

10~1

10k-2

TT

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7163000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

27. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily d

isch

arg

e va

lues

fo

r C

ou

nci

l C

reek

nea

r S

till

wa

ter,

O

klah

om

a, w

ate

r years

1

93

6-1

98

4 (

str

ea

mfl

ow

un

reg

ula

ted

).


07163500 CIMARRON RIVER AT OILTON, OK

LOCATION.--Lat 36°06'00", long 96°35'00", in SW 1/4 sec.28, T.19 N., R.7 E., at bridge on State Highway 51, 0.5 mi north of Ollton, 4.25 ml upstream from Buckeye Creek, and at mile 35.1.

DRAINAGE AREA.--18,669 ml 2 (revised), of which 4,926 ml 2 is probably noncontrlbuting.





STAN DARD DEVIA-



OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER

9510215014505668141690

1290091506150310026703390

ANNUAL 3350

211317167778971377071071025

367

1430560429241289650

2680293029109766831140

1240

2720601447172211589

392028701670819761963

849

1.91.11.00.710.730.911.50.980.570.841.10.84

0.68

9.63.82.91.61.94.418.019.619.56.54.67.6

100



13714306090120183



250%

3842556381100177224326

520%

1213141421366580

123

1010%

0.000.003.15.09.1

20354272

IN PERCENT

205%

0.000.000.971.94.112212345



2 50%

520%

10 10%

254%

502%

1001%

39300 54700 64600 76800 85700 94300



PERIOD (CON-SFCU-TIVEDAYS)

13715306090


250%

2900019900123007470506033402690

520%

47400335002110013200879057304550

1010%

579004160026700171001130072905840

254%

690005040033300217001440091807490


502%

7590055900378002490016600105008700

1001%

8170060700419002780018600117009900



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

17100 5030 2600 1740 1250 678 469 325 224 156 103 58 29 13 10 3.7 0.83

76

Q

O Ld

Q_ t Ld

104

a Kf

O m Z) o '2L «

Ld

O O

1Cf

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

....

.. 5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

071

6350

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

28. D

ura

tion h

yd

rog

rap

hs o

f daily

d

isch

arg

e va

lue

s fo

r C

ima

rro

n R

ive

r at

Oilt

on,

Okla

hom

a,

wate

r years

1937-1

945 (s

tre

am

flo

w unre

gula

ted).


07164000 CIMARRON RIVER AT MANNFORD, OK

LOCATION.--Lat 36°09'40", long 96 0 23'10", in SW 1/4 NW 1/4 sec.5, T.19 N., R.9 E., near left bank on downstream side of pier of bridge on county road, 0.5 ml north of Mannford, 1.5 ml downstream from House Creek, and at mile 17.7.


PERIOD OF RECORD--October 1938 to September 1950, October 1959 to June 1963 (discontinued). Monthly discharge only for some periods, published In WSP 1311.




MEAN (CFS)


COEFFI CIENT OF VARI ATION

PERCENTOF

ANNUAL RUNOFF


1690041001560118039601930

13700133005870608058505610

ANNUAL 3820

19171819

117893344846694579729

432

2720956639514872920

298037203210195013501540

1780

47501120532J66

1080609378039102110151016201570

981

1.71.20.830.711.2 0.661.31.00.660.771.21.0

0.55

124324414.017.415.09.16.37.2

100



13714306090120183



250%

8490106121167250389442642

520%

313541476396

149169234

1010%

1619222635527483122

205%

8.91113152130374167


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL [N YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

250%

5 20%

10 10%

254%

502%

1001%

43300 79300 105000 140000 165000 191000




137

15306090


250%

45900312001860011300740048703880

520%

695005110032300197001240077905970

1010%

806006370042300256001 560094807130

254%

9050078400556003320019500113008330


502%

9560088500659003890022100125009050

1001%

9930097700764004450024600135009660



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

24000 6740 3630 2500 1890 1150 784 556 407 298 197 105 61 22 15 11 7.3

78

1C

f

CO

Q Z o LJ

Q_

LJ

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

104

I «f

O Ld

O o

STAT

ION

NU

MB

ER

071

6400

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

29

. D

ura

tio

n hydro

gra

phs of

daily

dis

charg

e va

lues

for

Cim

arr

on

R

ive

r a

t M

anfo

rd,

Okl

ah

om

a,

wate

r years

1945-1

950

1960-1

962 (s

tream

flow

unre

gula

ted).


07164500 ARKANSAS RIVER AT TULSA, OK

LOCATION.--Lat 36°08'37", long 96'00'13", in NW 1/4 sec.11, T.19 N., R.12 E., Tulsa County, Hydrologlc Unit11110101, near left bank on downstream side of pier of 11th Street bridge on U.S. Highway 66 In Tulsa, 10.1 ml upstream from Polecat Creek, 15.1 ml downstream from Keystone Dam, and at mile 523.7.


PERIOD OF RECORD.--October 1925 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected In this vicinity since 1904 are published In reports of the National Weather Service.

REMARKS.--Some regulation since 1941 by Great Salt Plains Lake; flow completely regulated since September 1964 by Keystone Lake.


MONTH






567002520015500126002970014300405005810061100567003290024800

ANNUAL 15600

12524021021131140753172088130519690

1280

66703710278025603270422092701340012800899054105450

6550

10800456028402480490039301180013700118001090073005230

1.61.21.00.971.50.931.31.00.931.21.3 0.96

4220 0.64

8.54.73.53.34.25.4

11.817.116.211.46.96.9

100



137

14306090120183

DISCHARGERECURRENCE

, IN CFS,INTERVAL,

FOR INDICATEDIN YEARS, AND


250%

611642696764911123014601750

520%

245253272305363521641785

2430 1020

1010%

140145155178212317399490611

205%

858894110132206264323390



250%

520%

10 10%

254%

50 2%

1001%

81300 144000 190000 250000 295000 341000




137

15306090



250%

69800608004470030900213001480011800

520%

1260001130008400057200403002850022500

1010%

16700015300011400076700550003960031100

254%

221000206000155000103000750005540043400

502%

263000247000187000123000909006840053500

1001%

3050002890002210001430001070008230064400



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

72900 25700 14700 10000 7530 4860 3450 2550 1950 1370 963 619 384 212 147 107 65

80

oo

Q

O $ K

fct

:L

J

Q_

LJ K | «

O o CL

< X o

c/2 Q

1Cf

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

6450

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B

J

_._

_ .

.._

_ ]

__

..

..._

!_..

..

. .L

_

.-

]__.

L

L

- _J

MAR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

3

0.

Du

ratio

n hyd

rogra

phs

of

daily

dis

charg

e va

lues

for

Ark

an

sas

Riv

er

at

Tu

lsa

, O

kla

ho

ma

, w

ate

r years

1

92

6-1

96

4 (s

tre

am

flo

w unre

gula

ted).


07164500 ARKANSAS RIVER AT TULSA, OK--Contlnued

STREAHFLOW REGULATED



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

48900394001230012300186003740044500269003890016500686018700

15800

MINIMUM (CFS)

491457582483494490557881

2600174011301220

1860

MEAN (CFS)

508070203710357043408340115001200013100730035704950

7030

TION (CFS)

10500948032403440468094701250084309590415018504650

4170

VARI ATION

2.11.30.870.971.11.11.10.700.730.570.520.94

0.59

ANNUAL RUNOFF

6.08.34.44.25.19.913.614.215.58.64.25.9

100



137

14306090120183




2 550% 20%

205 98407 235619 40<j768 471971 5681470 7581840 9852150 11702580 1380

1010%

66174320371435534702834

1010

, ANDPERCENT

205%

47134266307352400527627796



2 50%

520%

10 10%

254%

502%

100 1%

37000 65600 85900


112000 131000 150000



137

15306090


250%

34800336002990024400197001530012700

520%

63700616005450043900353002670021700

1010%

85000819007240058300467003470027900

254%

1140001090009610077500618004520036000


502%

13500012900011400092400734005290042000

1001%

158DOO149000132000108000851006070048000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

47900 27400 17600 13200 10700 6950 4890 3280 2410 1680 1120 606 349 212 180 141 101

82

00

CO

10*

Q Z

O (A OH

LoJ

Q_

LoJ

1C

f

o CD ID

O LoJ

O o

c/) Q

10*

10s

10'

2

0-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIU

TY

......

. 50

-PE

RC

EN

T EX

CEE

DA

NC

E PR

OB

AB

IUTY

8

0-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STAT

ION

NU

MB

ER 0

7164

500

STR

EAM

FLO

W R

EGUL

ATED

:f<

"M,

tr'!

5 if

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

31. D

ura

tion h

ydro

gra

ph

s o

f daily

dis

ch

arg

e v

alu

es

for

Ark

an

sas

Riv

er

at

Tuls

a,

Okl

ahom

a,

wa

ter

years

1966-1

984 (

str

eam

flow

re

gula

ted).


07165500 POLECAT CREEK BELOW HEYBURN LAKE, NEAR HEYBURN, OK

LOCATION.--Lat 35*56'42", long 96"17'39", in NW 1/4 NW 1/4 sec.19, T.17 N., R.10 E., Creek County, Hydrologic Unit11110101, on right bank of outlet channel, 1,100 ft downstream from Heyburn Dam, 3.2 mi upstream from bridge onU.S. Highway 66, 11 mi southwest of Sapulpa, and at mile 48.4.

DRAINAGE AREA. 123 mi 2 .

PERIOD OF RECORD. October 1943 to September 1979 (discontinued). Prior to October 1956, published as Polecat Creek at Heyburn and October 1956 to September 1970 as Polecat Creek below Heyburn Reservoir near Heyburn.

REMARKS.--Flow regulated since September 1950 by Heyburn Lake.


MONTH





OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNE3ULYAUGUSTSEPTEMBER

ANNUAL

37367726788

238423601678580277146419

143

0.000.000.000.000.000.000.200.081.30.000.000.00

1.8

28412013275591109106401438

48

7412752244990

127142166723185

42

2.6 3.1 2.6 1.8 1.8 1.7 1.4 1.3 1.6 1.8 2.2 2.2

0.87

4.9 7.1 3.4 2.3 4.6

18.2 6.9 2.4 6.5

100


PERIOD(CON-

TIVEDAYS)

13714306090120183


NON -EXCEEDANCE PROBABILITY, IN PERCENT

250%

0.000.000.000.000.000.140.430.833.8

520%

0.000.000.000.000.000.000.000.020.49

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

50 2%

1001%

1480 1950 2090


2170 2200 2220



13715306090


250%

1230986613360221141109

520%

180016201160714438287220

1010%

2010194015JO977591391300

254%

2160190016101320779521390


502%

2220209018001580911613448

1001%

22602200215018301040700504



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1040 224 92 50 31 14 6.2 2.0 0.48 0.09 0.01 0.00 0.00 0.00 0.00 0.00 0.00

84

O

O

LJ b

00 en

104 105

k1 icf

o CD

O LJ

10°

O or in 62

10"

Q

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

6550

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

32. D

ura

tion h

ydro

gra

ph

s of

daily

d

isch

arg

e v

alu

es

for

Pole

cat

Cre

ek

be

low

H

eyb

urn

Lake

ne

ar

Heyb

urn

, O

kla

ho

ma

, w

ate

r ye

ars

1951-1

979 (s

tre

am

flo

w re

gu

late

d).


07165570 ARKANSAS RIVER NEAR HASKELL, OK

LOCATION.--Lat 35'49'23", long 95'38'39", In NE 1/4 sec.31, T.16 N., R.16 E., Muskogee County, Hydrologlc Unit 11110101, near right bank on downstream side of bridge on State Highway 104, 2 ml east of Haskell, 23.5 ml upstream from Verdigris River, and at mile 483.7.

DRAINAGE AREA.--75,473 ml 2 , of which 12,541 ml 2 probably Is noncontributing.

PERIOD OF RECORD.--Dune 1972 to current year.

REMARKS.--Flow regulated since 1965 by Keystone Lake.




MONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

49900422001410012100192003930046900296004090017800584013700

16900

MINIMUM (CFS)

576646802567549722638

24706510275011701110

2100

MEAN (CFS)

6340856040504440590012200155001610016300785037004390

8770

TION (CFS)

13800118004130426056201140015000818010800422018104310

4960

VARI ATION

2.21.41.00.960.950.940.970.510.660.540.490.98

0.57

ANNUAL RUNOFF

6.08.13.94.25.611.614.715.315.57.53.54.2

100



137

14306090120183




2 550% 20%

303 209462 310576 420628 454840 5441400 7391790 9572200 11002770 1250

1010%

174257375410462544702758848

, ANDPERCENT

205%

152221349387416428549556621



250%

520%

10 10%

254%

50 2%

100 1%

44600 74200 97300

STATION SKEW = 0.070

130000 157000 187000



13715306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY

250%

41700405003760032000260002060017400

520%

72700720006610054700438003350027400

1010%

95700948008620070300559004190033900

254%

12700012500011200089900708005210041500

, IN PERCENT

502%

151000147000131000104000817005940046900

1001%

176000170000150000118000921006630051900



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

58900 31900 23100 16400 13400 9400 6890 4470 2900 1840 1080 658 529 404 337 286 197

86

oo

1Cf

Q Z o a CO LU

CL

LU

1Cf

I 10*

O z LU

o

a:

< o CO a

10s

1Cf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

6557

0

STR

EA

MFL

OW

RE

GU

LATE

D

pi.n

Afw

\B

W'f,

f!

'£ .

-. :V

V:

i-' £

. i*

\s§

i,

!

**

nf1',

' f

V» v

'K

***»

'/ [M

j1/'" V

1'*V»

!^M

!?' ^

l;Vi/»

V\A

ll v'

^/v'

^'

V ',

I/IT

/ ijf

)'

1' '![

M!,'

M'

M/

v '

i'ii*.

i! *

.f1

Jt

' i/

«'i1 v

/iA/J

k^i

^.^

^"

'

*

**

".

i'iiv f

'"*;'-;

/! VV

"^ i

ixii

, ;

' «

/'

*l V

11

'

11'

^ >"

tj

l'

"V

i I1

't|l

' I*

i

l '»

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

33. D

ura

tion hyd

rogra

phs

of

daily

dis

charg

e va

lue

s fo

r A

rkansa

s R

ive

r n

ea

r M

ask

ed,

Okl

ah

om

a,

wate

r ye

ars

1

97

6-1

98

4 (s

tream

flow

re

gula

ted).


07171000 VERDIGRIS RIVER NEAR LENAPAH, OK

LOCATION.--Lat 36 e 5r05", long 95 e 35'06", at center of sec.3, T.27 N., R.16 E., Nowata County, Hydrologlc Unit 11070103, on right bank on downstream side of county road bridge, 2.8 ml east of Lenapah, 4.5 ml upstream from Cedar Creek, and at mile 144.6.



REMARKS.-- Some regulation since April 1949 by Fall River Reservoir In Kansas. Flow regulated since 1960 by Toronto Lake In Kansas. Flow has been further regulated since 1966 by Elk Reservoir In Kansas.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

135005860461056208360102001910026300156002520038306910

4360

MINIMUM(CFS)

0.940.000.000.004.42.39.9

6084172.70.43

120

MEAN(CFS)

1730813623949

1070231044904080387037306751660

2170

STAN DARD

DEVIATION(CFS)

342014801200157018802960576058104330646010102430

1390

COEFFICIENT 0VARIATION

2.01.81.91.71.71.31.31.41.11.71.51.5

0.64

PERCENTF OF

ANNUALRUNOFF

6.63.12.43.74.18.917.315.714.914.32.66.4

100


PERIOD(CON- ccpii.OC.V-LJ

TIVEDAYS)

13714306090120183




2 550% 20%

9.1112162458117168333

6 1.11.31.72.23.97.9

152047

1010%

0.000.000.000.000.001.93.35.3

14

205%

0.000.000.000.000.000.000.001.54.4



250%

5 20%

10 10%

254%

50 2%

100 1%

33800 58200 78100 108000 133000 162000



PERIOD(CON-SECU- -TIVE 2DAYS) 50%


5 20%

10 10%

254%

50 2%

1001%

34300 60700 77400 96400 109000 12000037

15306090

318002300015000993067104900

55900422002830019900136009970

689005270036000263001800013100

816006310043800333002260016400

887006880048400376002540018500

941007330052100414002770020100



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

31200 12400 5350 2710 1700 868 506 275 142 70 25 8.3 3.9 0.15 0.05 0.02 0.00

88

10*

CO

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

7100

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

?\

" "' 's\l \

M

"v

' *

' ^

^

I \^

f

-M

>-

w/

=

V IV

*

"

'

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

34. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

d

isch

arg

e va

lues

fo

r V

erd

igri

s R

iver

nea

r L

enap

ah,

Okl

aho

ma,

w

ate

r years

1

94

1-1

95

9 (s

tream

flo

w

un

reg

ula

ted

).


07171000 VERDIGRIS RIVER NEAR LENAPAH, OK Continued



MONTH

n/NTf\oc'DUL 1 UtJLKNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTQFPTFMRFB

MAXIMUM (CFS)

8510154006760800075001710014000678012500139003120 hi in

MINIMUM f rrc)\*^i *j /

16202918202030

397841816 in

MEAN (CFS)\ \-i j /

1 "iZlft1 JtL/

277015201480192040604020333049402340576 mm

STANDARD DEVIA TION (CFS)

2100400018702080205048404360228042003310810 n?n


1.41.41.21.41.11.21.10.680.851.41.4 1 i

PERCENT OF

ANNUAL RUNOFF

5.29.45.15.06.513.713.611.316.87.92.0 1 ti.

PERIOD (CON SECUTIVEDAYS)

137

14306090120183



250%

2728323961125262476756

520%

14141620274775139194

1010%

8.99.3

11131727366381

205%

6.06.37.19.1

1216193036

ANNUAL 5060 329 2450 1370 0.56 100


DISCHARGE, IN CFS , FOR INDICATED RECURRENCEIN YEARS, AND EXCEEDANCE

250%

29100

520%

44100

1010%

56200

INTERVALPROBABILITY, IN PERCENT

254%

74200

502%

89800

1001%

107000




137

15306090


250%

289002410017500141001010066005380

520%

4410037000261002020015200102008340

1010%

5360044500312002310017800122009960

254%

64600527003700025700203001420011600

502%

72100581004090027200217001540012600

1001%

79100628004450028300228001640013500



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

21700 11700 7760 5190 3690 1860 986 524 275 141 67 34 21 14 10 8.4 6.3

90

CD

o a CO

1CP .

104

o DQ O Ld

OI

102

X £

101

10°

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7171

000

STR

EA

MFL

OW

REG

ULA

TED

Xj

»% '

' -..'.;

' . /

\ ?s

V "

v -

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

35. D

ura

tion hyd

rogra

phs

of

daily

dis

charg

e v

alu

es

for

Verd

igris R

ive

r n

ea

r L

en

ap

ah

, O

klahom

a,

wa

ter

years

1976-1

984 (s

tre

am

flow

re

gu

late

d).


07171400 VERDIGRIS RIVER NEAR OOLOGAH, OK

LOCATION.--Lat 36°25'17", long 95°41'01", in NW 1/4 sec.2, T.22 N., R.15 E., Rogers County Hydrologic Unit 11070105, on right bank 0.2 ml downstream from Oologah Dam, 1.2 mi upstream from Fourmile Creek, 2 mi southeast of Oologah, and at mile 90.0.

DRAINAGE AREA.--4,339 mi 2 .

PERIOD OF RECORD.--June 1961 to current year.

REMARKS.--Records good. Some regulation by several dams in Kansas prior to May 1963 and completely regulated thereafter by Oologah Lake.




MONTH


ANNUAL

MAXIMUM (CFS)

5530149007480111006860134001410019400128001660032904040

6210

MINIMUM (CFS)

5.41.91.10.760.710.89

28266.37.07.22.6

218

MEAN (CFS)

1320278017301970173032804800343045503050585829

2500

TION (CFS)

16204080230031502150352048404410404040607961300

1790

VARI ATION

1.21.51.31.61.21.11.01.30.891.31.41.6

0.72

ANNUAL RUNOFF

4.49.35.86.55.710.916.011.415.110.21.92.8

100



13714306090120183



250%

0.971.63.76.4

102973

215439

520%

0.000.080.430.852.24.7133671

1010%

0.000.000.000.240.991.85.1

1223

205%

0.000.000.000.080.520.852.44.38.0


DISCHARGE, IN CKS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

10 10%

254%

502%

100 1%

19600 25100 28000


31300 33300 35100



137

15306090


250%

19300183001620012700912059205110

520%

2560024600231002080016000109009220

1010%

28000271002580025100201001400011800

254%

29800290002800025000245001770014800

, IN PERCENT

502%

30600298002890027600272002010016700

1001%

31100304002960029550295002220018500


DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCLNF OF TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

22900 12900 8550 5930 4120 2010 876 392 116 50 23 5.8 1.9 0.86 0.45 0.03 0.00

92

CD

CO

§ 1(f

o LJ

o. ti o Q

104

103

O

CD O

1Cf

LJ %

10' 10 10T1

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

........50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

7140

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

36. D

ura

tion hyd

rogra

phs

of

daily

d

isch

arg

e v

alu

es

for

Ve

rdig

ris R

ive

r n

ea

r O

olo

ga

h,

Okl

ahom

a,

wate

r ye

ars

1

96

6-1

98

4 (s

tream

flow

re

gu

late

d).


07173000 CANEY RIVER NEAR HULAH, OK

LOCATION.--Lat 36 e 55'34", long 96°05'01", in NE 1/4 NE 1/4 sec.11, T.28 N., R.11 E., Osage County, Hydrologic Unit11070106, on left bank 1,200 ft downstream from Hulah Dam, 2.1 mi upstream from Opossum Creek, 2.5 mi west of Hulah, and at mile 95.9.



REMARKS.--Flow completely regulated since February 1951 by Hulah Lake. About 5 to 9 ft 3 /s is diverted above station by city of Bartlesville for municipal water supply.




STAN DARD




ANNUAL

1780720

1080101017501730398039801250259019902480

0.000.000.000.000.410.81

7345238.90.610.00

824 39

33192

158176255375

1090865567420234401

413

57419330727947246512701070429814562726

228

1.72.12.01.61.81.21.21.20.761.92.41.8

0.55

6.71.83.23.55.17.6

22.017.411.48.54.78.1

100



137

14306090120183



250%

1.31.31.92.03.27.7

172460

520%

0.000.000.050.230.451.03.54.14.3

1010%

0.000.000.000.000.000.100.660.770.88

205%

0.000.000.000.000.000.000.000.000.13



2 50%

5 20%

10 10%

254%

502%

100 1%

15700 28000 36700 47900 56300 64500




137

15306090


250%

152001000059703540237015001140

520%

236001720098905810391024501800

1010%

2750021000117006820457028802080

254%

3110024800132007640508032202300


502%

3300026900139008010530033702400

1001%

3430028600144008260545034802460



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99* 99.5% 99.9%

7500 1820 695 420 280 149 89 51 26 11 4.4 1.5 0.09 0.04 0.02 0.01 0.00

94

CO en

Q Z

O CO LJ

Q_

O

CD O z

10* 10*

10*

^ g id

o

10r

l

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07173000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

'/v

».

. ,\

«

;

; .

; «.

^\

' '

' V

\V

«f*'"

' X

> ' ;

I

\

rr^s

Jv'

:" i

^ jTl \

,K;-: ' -

v I

v\

I »

*. f

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

37. D

ura

tion h

ydro

gra

ph

s o

f daily

d

isch

arg

e v

alu

es

for

Ca

ne

y R

iver

ne

ar

Hu

lah

, O

kla

ho

ma

, w

ate

r ye

ars

1942-1

950 (s

tre

am

flo

w u

nre

gu

late

d).


07173000 CANEY RIVER NEAR HULAH, OK--Continued


MONTHLY AND ANNUAL MEAN DISCHARGES 1951-8*

MONTH


MAXIMUM(CFS)

278024801190157016402570242028703240292013802050

MINIMUM(CFS)

7.05.41.40.385.10.471.93.31.12.82.65.3

MEAN(CFS)

213330204165190429568625599415103128

STAN DARD

DEVIATION(CFS)

53061231632132558466471J826785260362


2.51.81.52.01.71.41.21.11.41.92.52.8

PERCENTOF

ANNUALRUNOFF

5.48.35.14.14.810.814.315.815.110.52.63.2

ANNUAL 814 5.1 331 236 0.71 100



13714306090120183



250%

1.92.83.85.1

1012162337

520%

0.290.500.811.33.45.36.88.4

12

1010%

0.030.150.320.521.63.54.65.47.5

PERCENT

205%

0.000.040.130.230.732.53.53.95.1



250%

520%

10 10%

254%

502%

1001%

4140 6500 7820


9200 10000 10800


PERIOD (CON SECU TIVE 2 DAYS) 50%


5 20%

10 10%

25 4%

50 2%

100 1%

137

15306090

485045703860256016001000773

6170599057404550313020701620

6310616061305240381026102070

6350620061505650433030802470

6350621061805790455033002670

6350621063105860468034502800



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4990 2110 919 478 282 93 38 23 17 14 11 8.1 3.7 0.55 0.30 0.22 0.09

96

1Cf

CO -J

Q

O (A Q£

LJ Q.

ti

1Cf

Hi o m r>

o z«

UJ

O O

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

STAT

ION

NU

MB

ER

07173000

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

3

8.

Du

ratio

n h

ydro

gra

ph

s o

f daily

dis

charg

e v

alu

es

for

Ca

ne

y R

ive

r n

ea

r H

ula

h,

Okl

ahom

a,

wa

ter

years

1

95

6-1

98

4 (

str

eam

flow

re

gu

late

d).


07174000 CANEY CREEK NEAR COPAN, OK

LOCATION.--Lat 36*38'15", long 95°56'05", on south line of sec.19, T. 29 N., R. 13 E., at downstream side of right pier of highway bridge, 500 ft downstream from The Atchison, Topeka and Santa Fe Railway Co. bridge, 3.5 mi upstream from Cotton Creek, 5 ml north of Copan, and at mile 18.9.


PERIOD OF RECORD October 1943 to September 1958.




IMONTH


ANNUAL

MAXIMUM (CFS)

8525655548061040115015202310236018408061330

492

MINIMUM (CFS)

0.000.100.080.030.100.190.180.500.520.010.000.00

14

MEAN (CFS)

1395856

111112266344483487443112154

231

TION (CFS)

244149149232274380463598690712276352

150

VARI ATION

1.72.62.72.12.41.41.31.21.41.62.52.3

0.65

ANNUAL RUNOFF

5.02.12.04.04.19.612.417.517.616.04.15.6

100



13714306090120183



250%

0.000.070.100.130.240.722.54.8

21

520%

0.000.000.000.000.000.000.050.531.9

1010%

0.000.000.000.000.000.000.000.160.44

205%

0.000.000.000.000.000.000.000.050.12



2 50%

5 20%

10 10%

254%

502%

100 1%

10900 20100 26800 35600 42200 48800




17

15306090


250%

8250301018601210789588

520%

1360051703220231015701150

1010%

1640065704050305020901510

254%

1930082204980393026901900


502%

2090093605570453030802150

1001%

22200104006090507034302360



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

5080 1030 328 168 102 43 19 9.9 4.3 1.0 0.19 0.11 0.05 0.02 0.01 0.01 0.00

98

CD

CD

§

104

o LJ

Q_ En bf o CD

O LJ o o

10-'

10*

10'

10L-2

I I I I T

"

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

. -5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

7400

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

39. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

char

ge

valu

es f

or

Can

ey

Cre

ek

n

ear

Co

pan

, O

klah

om

a,

wa

ter

years

1

95

0-1

95

8 (

str

ea

mfl

ow

un

reg

ula

ted

).


07174200 LITTLE CANEY RIVER BELOW COTTON CREEK NEAR COPAN, OK

LOCATION.--Lat 36°53'42", long 95°58'09", in W 1/2 sec.19, T.28 N., R.13 E., Washington County, Hydrologic Unit 11070106, near right bank on downstream side of pier of bridge on State Highway 10, 2 mi west of Copan, 4.2 mi downstream from Cotton Creek, and at mile 8.8.


PERIOD OF RECORD.--October 1958 to September 1980. Prior to October 1962, published as Caney Creek below Cotton Creek near Copan.

REMARKS.--Flow regulated since 1969 by numerous floodwater-retarding structures.



MONTH

OCTOBERNOVEMBERDKCFMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSCPTLMBFR

ANNUAL

MAXIMUM(CFS)

66723007211260129024901580161016301400204419

658

MINIMUM(CFS)

0.030.871.75.65.6

199.5

182.21.61.00.22

63

MEAN(CFS)

16951720223028368451346255317440

121

328

STAN DARD DEVIATION(CFS)

19868425336235588152847258239063

151

212

COEFFI CIENT 0VARIATION

1.21.31.21.61.31.31.01.01.02.21.61.2

0.64

PERCENT F OF

ANNUALRUNOFF

4.313.15.15.87.217.313.011.714.04.41.03.1

100



137

14306090120183



250%

0.200.250.340.621.76.6

142649

520%

0.000.000.030.090.831.94.27.8

13

1010%

0.000.000.000.000.510.902.14.06.0

205%

0.000.000.000.000.00D.441.12.23.2



2 50%

520%

10 10%

254%

502%

100 1%

7330 13000 17400 23700


28900 34500



137

15306090


250%

63605310363021601430917736

520%

11100890063303750238014801180

1010%

147001130080404700288017901420

254%

1970014100100005730337021001660

502%

2370016200113006370364023101800

1001%

2790018100125006920386024601910



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4750 1690 808 471 296 140 72 34 20 11 4.8 1.8 0.58 0.03 0.02 0.01 0.00

100

10T

«

§

1(f

o

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

Q

STAT

ION

NU

MB

ER

071

7420

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

40. D

ura

tion h

ydro

gra

ph

s of

daily

d

isch

arg

e v

alu

es

for

Little C

an

ey

Riv

er

belo

w C

ott

on

C

ree

k n

ea

r C

opan,

Okl

ahom

a,

wa

ter

years

1

97

2-1

98

0 (

str

ea

mflo

w re

gula

ted).


0717*600 SAND CREEK AT OKESA, OK

LOCATION.--Lat 36"43'10", long 96*07'56", In NW 1/4 NW 1/4 sec.21, T.26 N., R.11 E., Osage County, Hydrologic Unit 11070106, on downstream side of left abutment of county road bridge, 0.5 ml northeast of Okesa, 9 mi southwest of Bartlesville, and at mile 17.2.

DRAINAGE AREA.--139 mi2 .




MONTH


ANNUAL

MAXIMUM(CFS)

490467196256228858421611370286228478

174

MINIMUM(CFS)

0.000.000.000.000.000.030.691.80.630.000.000.00

5.5

MEAN(CFS)

507940444814211815362272041

69


110128586659

21012216682625798

51


2.21.61.41.51.21.51.01.11.32.32.82.4

0.74

PERCENT OF

ANNUALRUNOFF

6.19.64.95.35.9

17.314.318.57.53.22.54.9

100


PERIOD(CON- srni-ol_l»U

TIVEDAYS)

137

14306090120183



250%

0.000.000.000.000.000.101.03.59.7

520%

0.000.000.000.000.000.000.040.221.2

1010%

0.000.000.000.000.000.000.000.000.00

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520*

10 10%

254%

50 2%

1001%

6840 10900 13500 16500


18700 20700



137

15306090


250%

30801460767453288183148

520%

576029001540899552366289

1010%

7610402021301220730490381

254%

9890555029301640944642487

502%

115006750353019501090746557

1001%

130007980414022401220840619



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1400 249 100 61 41 22 12 5.7 2.9 1.1 0.07 0.00 0.00 0.00 0.00 0.00 0.00

102

o CO

10*

1Cf ,

ICf

o a in

a: Ld bf o uJ

ir

fo o: I

10-'

o

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

STA

TIO

N N

UM

BE

R 0

71

74

60

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

41

. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly d

isch

arg

e va

lues

fo

r S

and

Cre

ek a

t O

ke

sa

, O

klah

om

a,

wate

r y

ea

rs

19

66

-19

84

(str

eam

flo

w u

nre

gu

late

d).


0717*700 CANEY RIVER NEAR OCHELATA, OK

LOCATION.--Lat 36 e 38'26", long 95 e 56'02", In SW 1/4 SW 1/4 sec.16, T.25 N., R.13 E., Washington County, near right bank on downstream side of pier of bridge on U.S. Highway 75, 3.5 ml upstream from Fish Creek, 4.0 ml northeast of Ochelata, 8.0 ml southeast of Bartlesvllle, and at mile 53.8.


PERIOD OF RECORD.--April 1956 to September 1976 (discontinued).

REMARKS.--Flow regulated since 1951 by Hulah Lake.


MONTH






ANNUAL

634067202750406041307020501084709890543016804990

2.2129.55.59.119355030182213

2240 159

77310806795985701450153018001600942250536

985

14601900892956975

205015202230235015204251090

1.9 1.8 1.31.61.7 1.4 0.99 1.21.51.61.7 2.0

688 0.70

6.59.15.75.14.812.313.015.213.58.02.14.5

100



137

14306090120183



250%

1617192123417496154

520%

8.59.09.6

119.9

14233040

1010%

4.64.95.36.06.18.0

121519

205%

2.42.62.83.33.95.16.88.8

10



250%

520%

10 10%

254%

502%

100 1%

14100 22500 27700


33800 37900 41700



137

15306090



250%

125001050078205640412026002140

520%

2050017400128009600748050804090

1010%

25800218001570011900950067605410

254%

321002680018700142001170087907000

502%

3650030200206001570013000102008080

1001%

4070033400222001690014200115009090



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

10600 5240 3340 2000 1210 475 219 109 63 39 27 18 13 9.6 6.5 4.7 1.0

104

got


q,q,q,q.(QC "i (D

(D3- < Q.

<0(Q 01 " 00 to

a I » <D «<

Is2! CO O O

(Q CD

£<to to

si -*o"1oto(D

5(D

(D 0)

Oo

2. j»bT

0)=r o3 to

O O

O

3CD

Cz m

COm

9r rvj_-j-rTTTj"'"

X.^jc^

_, ^

o o o m n rn 0-0;oO O OCO OD CO

I 1 I I 111 I I 1 I I Ml


07175000 DOUBLE CREEK SUBWATERSHED NO. 5 NEAR RAMONA, OK

LOCATION.--Lat )6"W50", long 95 D 56 I 25", in SE 1/4 SE 1/4 sec.32, T.24 N., R.13 E. f Washington County, near center of upstream side of dam on Nellie Bly Creek, 1.8 mi southwest of Ramona.

DRAINAGE.--2.39 mi 2 .

PERIOD OF RECORD.--November 1954 to September 1969 (discontinued). Monthly discharge only for some periods, published In WSP 1731.

REMARKS.--Flow regulated since 1955 by floodwater-retarding structures.

STREAMFLOf REGULATED

MONTH






ANNUAL

224.33.52.12.17.09.1

12168.6

1012

0.000.000.000.000.000.000.000.000.000.000.000.00

3.5 0.00

1.80.740.760.760.561.92.62.22.21.20.801.4

1.4

5.91.21.20.900.682.32.53.54.62.42.73.2

1.2

3.21.61.61.21.21.20.961.62.12.03.42.3

0.84

10.84.44.54.53.311.315.113.012.97.34.78.2

100



137

14306090120183



250%

0.000.000.000.000.000.000.000.000.00

520%

0.000.000.000.000.000.000.000.000.00

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

50 2%

100 1%

1020 2500 3580 4870


5730 6490

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOO OF RECORD 1956-69


137

15306090


250%

1917149.05.93.83.1

520%

41332517128.36.5

1010%

6949342417129.6

254%

136774633261814

502%

2271055640332419

1001%

3751406648423024



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

19 11 3.1 1.5 1.0 0.45 0.07 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00

106

o CD

1Cf

Q

Z O to LJ

CL

LJ t! O m

o Ld

O

104

1Cf

1Cf

5 id

Q

10°

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

7550

0

STR

EA

MFL

OW

REG

ULA

TED

' .

* '"

* .» '

*'iW

'--y*

"'ti*

*

"N-

^ A

/\

/vl/

~V

^\/

V

/-"%

/ *

'' N_

/

'^./

k "

XV

Arw

/

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

44. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

d

isch

arg

e va

lues

fo

r C

aney

Riv

er n

ear

Ram

on

a,

Okl

aho

ma,

w

ate

r years

1956-1

984 (s

tre

am

flo

w re

gu

late

d).


07176000 VERDIGRIS RIVER NEAR CLAREMORE, OK

LOCATION. Lat 36 e 18'26", long 95"41'52", SE 1/4 SW 1/4 sec.10, T.21 N., R.15 E., Rogers County, Hydrologic Unit11070105, on left bank on downstream side of bridge on State Highway 20, 2.3 ml downstream from Caney River, 4.5 ml west of Claremore, 12.4 ml upstream from Bird Creek, and at mile 76.0.

DRAINAGE AREA. 6, 534 ml2 .


REMARKS.--Some regulation since 1951 by Hulah Lake; flow regulated since May 1963 by Oologah Lake; and further regulated since 1981 by Copan Lake.

STREAMFLOf UNREGULATED


MONTH


ANNUAL

MAXIMUM(CFS)

258001790074808760132001520025500524003260034100967020500

8380

MINIMUM(CFS)

0.000.000.001.6

106.8

104160332200.030.00

249

MEAN(CFS)

405023401320153018703510635086106040485013402800

3720

STAN DARD

DEVIATION(CFS)

7230452020802230265041507630118006920823022304510

2300


1.81.91.61.51.41.21.21.41.21.71.71.6

0.62

PERCENTOF

ANNUALRUNOFF

9.15.33.03.44.27.9

14.219.313.510.93.06.3

100



137

14306090120183



250%

1920222841104217367666

520%

2.22.62.93.66.2

112035

101

1010%

0.000.000.000.000.001.43.08.0

31

205%

0.000.000.000.000.000.000.001.2

11



250%

5 20%

10 10%

254%

50 2%

100 1%

43900 73900 96400 127000 152000 178000




137

15306090


250%

4150039200326002310016400110008380

520%

72300695006030042700312002080015800

1010%

96100914007890055800412002720020400

254%

1 3000012000010100071500531003460025500

502%

15700014200011700082300613003950028700

1001%

1 8600016500013100092300688004390031500



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

44600 21400 10900 6250 3760 1810 1040 577 299 138 57 18 6.4 0.07 0.04 0.02 0.00

1 10

Q

Z

O LJ

CL

LJ

LJ O

CD O LJ

O X o

t/2 Q

1Cf

102

101

10°

10"

10r-

2

20-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BER

071

7500

0

STR

EAM

FLO

W R

EGU

LATE

D

u

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

43

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es f

or

Do

ub

le C

ree

k

Su

bw

ater

shed

No.

5

nea

r R

amo

na,

O

klah

om

a, w

ate

r ye

ars

1961-1

969

(str

eam

flo

w

reg

ula

ted

).


07175500 CANEY RIVER NEAR RAMONA, OK

LOCATION.«Lat 36°30'31", long 95°50'36", in NE 1/4 NW 1/4 sec.5, T.23 N., R.14 E., Washington County, Hydrologic Unit 11070106, on left bank near downstream abutment of county road bridge, 1 mi upstream from Buck Creek, 2.2 mi downstream from Double Creek, 4.5 mi southeast of Ramona, and at mile 32.0.


PERIOD OF RECORD.--September 1945 to current year. Monthly discharge only for some periods, published in WSP 1311. Previous reports have included Caney River near Collinsville from Oct. 1935 to Feb. 1939; this record has been separated from Ramona.

REMARKS.--Flow regulated since February 1951 by Hulah Lake; further regulation since April 1983 by Copan Resevoir.




DEVIA- CIENT OF OF

MONTH

OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYOUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

6960776030304320443077706200890011400585017805780

2540

MINIMUM (CFS)

0.005.9

105.39.9

11231215114.50.16

59

MEAN (CFS)

6369935354485691450161019801620869227458

950

TION (CFS)

12701790829813887195017602110226015704231020

686

VARI ATION

2.01.81.51.81.61.31.11.11.41.81.92.2

0.72

ANNUAL RUNOFF

5.68.74.73.95.0

12.714.117.414.27.62.04.0

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASFD ON PERIOD OF RECORD 1952-84


13714306090

120183



250%

12121416195257771J8

520%

6.06.37.18.9

1011162338

1010%

3.94.24.86.48.23.47.9

1219

205%

2.42.63.14.56.81.14.47.3

11



2 50%

520%

10 10%

254%

502%

100 1%

11100 18000 23100


30300 36000 42100




520%

10 10%

254%

502%

100 1%

10600 16600 20700 26000 30000 3390037

15306090

898070205240380025702050

14900119009130705049903980

192001520011600921066805320

2500019300145001180087506960

29400223001650013500102008110

33900252001830015100116009180



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

10600 5420 3280 1870 1100 439 198 102 57 36 23 14 9.9 5.9 4.4 0.31 0.02

108

itf

E

Q Z

O a k1 10*

LJ

LJ £

10sO z LJ

OT

1Cf

10°

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

E 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

S,

'' \ ^

V^.

' V

/

r ^

j.

r*j

STAT

ION

NU

MB

ER

07176000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

»

* \'

x i

< \c.

- v'V,

.».

/.

^

\ iv>

\\!

\N\

l\ -» v

/^

i u

'

"**

f V

1 -

v wi ,v

/ ^ v

,\!

^

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

45. D

ura

tion hyd

rogra

phs

of

daily

d

isch

arg

e v

alu

es

for

Verd

igris R

iver

ne

ar

Cla

rem

ore

, O

klahom

a,

wate

r years

1944-1

962 (s

tream

flow

un

reg

ula

ted

).


07176000 VERDIGRIS RIVER NEAR CLAREMORE, OK--Continued



MONTH


MAXIMUM(CFS)

782023200100001430011500212001990023500192002000037905120

MINIMUM(CFS)

171713202223

1078751262717

MEAN(CFS)

18703990246025802580519069105290632036607871160

STAN DARD

DEVIATION(CFS)

22006000332039903250578068205570543048509751650


1.21.51.31.51.31.10.991.00.861.31.21.4

PERCENTOF

ANNUALRUNOFF

4.49.35.86.06.012.116.112.314.88.61.82.7

ANNUAL 8830 365 3560 2540 0.71 100


PERIOD(CON-

TIVEDAYS)

13714306090120183



250%

2932394661110225417690

520%

12131623273865114164

1010%

6.77.49.2

151823345470

PERCENT

205%

4.04.45.5

101315202833



250%

520*

10 10%

254%

50 2%

1001%

22700 29700 33300


36900 39000 40800



137

15306090



250%

224002150019000159001220083507200

520%

29400284002710025500213001540013000

1010%

32700313003120030900268001990016600

254%

35800340003300032000310002520020800

502%

37500370003600035500340002880023500

1001%

38800385003800037000365003200025900



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

26800 17200 11800 8690 6450 3230 1370 676 282 136 75 42 24 15 12 10 4.4

1 12

CO

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7176

000

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

4

6.

Du

ratio

n hydro

gra

phs

of

daily

dis

charg

e va

lue

s fo

r V

erd

igris

Riv

er

near

Cla

rem

ore

, O

klahom

a,

wa

ter

years

1966-1

984 (s

tre

am

flo

w re

gula

ted).


07176500 BIRD CREEK AT AVANT, OK

LOCATION.--Lat 36*29'12", long 96 e03'50", in NW 1/4 sec.7, T.23 N., R.12 E., Osage County, Hydrologlc Unit 11070107, 150 ft upstream from county road bridge at Avant, 1.5 ml upstream from Candy Creek, and at mile 54.2.



REMARKS.--Some regulation since 1958 by Bluesten Lake; flow regulated since 1977 by Birch Lake. Small diversions above station for municipal water supply of cities of Pawhuska and Barnsdall.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPHLLMAY3UNE3ULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

19101680863827761

20601240227026508329801590

639

MINIMUM(CFS)

0.000.000.000.000.000.000.000.001.10.000.000.00

5.5

MEAN(CFS)

1781771089910028527543630917690

164

200

STAN DARD

DEVIATION(CFS)

392377215186166505295492527265234332

167


2.22.12.01.91.71.81.11.11.71.52.62.0

0.83

PERCENT OF

ANNUALRUNOFF

7.47.44.54.14.211.911.518.212.97.43.86.8

100



137

14306090120183



250%

0.000.000.000.000.001.85.18.4

24

520%

0.000.000.000.000.000.000.070.233.0

1010%

0.000.000.000.000.000.000.000.000.52

205%

0.000.000.000.000.000.000.000.000.00



2 50%

5 20%

10 10%

25 4%

50 2%

1001%

12400 19900 24800 30900


35300 39500




2 50%

520%

10 10%

254%

50 2%

100 1%

137

15306090

8090401022601340875569460

1460076704290252016501080858

188001030057303290213013801080

234001370075504180267017001310

265001620088604780300018801430

2910018700101005310329020301530



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4370 768 282 159 111 54 25 12 5.5 2.0 0.47 0.01 0.00 0.00 0.00 0.00 0.00

114

en

1Cf

§

10*

o to G£

LJ

Q.

LJ

id5

itfo CD

O z I

LJ

CD o: o 5

10"

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

071

7650

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

>. .

*t;A k

'

" V

' V

V V

/

*""

V:'

&

. V

'

*

»

r^'x

^''

\,\

, "

V'

-;''^

fv

;

V \!\

ii K

u f

i i

i n

|i |i :i j' , !' j« :: !!

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

4

7.

Du

ratio

n h

yd

rog

rap

hs

of

daily

d

isch

arg

e valu

es fo

r B

ird

Cre

ek

at

Ava

nt,

O

klahom

a,

wa

ter

ye

ars

1

94

8-1

97

6 (s

tream

flow

u

nre

gu

late

d).


07176800 CANDY CREEK NEAR WOLCO, OK

LOCATION.--Lat 36*32'06", long 96'02'5*", in NW 1/* NW 1/* sec.29, T.29 N., R.12 E., Osage County, Hydrologic Unit 11070107, 1.3 ml east of Wolco, 3.3 ml northeast of Avant, and at mile 5.6.

DRAINAGE AREA.--30.6 ml 2 .

PERIOD OF RECORD.--October 1969 to May 18, 1981 (discontinued).



MONTH


ANNUAL

MAXIMUM(CFS)

1*21519663611951318770*1776*

59

MINIMUM(CFS)

0.000.000.100.100.371.30.*51.20.000.000.000.00

8.7

MEAN(CFS)

36*0211*17633737216.78.9

17

27


*9573*222068*230231*2323

20


1.*1.*1.61.51.21.11.10.811.12.12.61.3

0.75

PERCENTF OF

ANNUALRUNOFF

11.*12.*6.6*.55.319.811.611.56.52.12.85.*

100



137

1*306090120183



250%

0.000.000.000.000.000.050.271.*3.2

520%

0.000.000.000.000.000.000.000.000.1*

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

1010%

25*%

502%

1001%

5220 7910 9650 11800 13300 1*700




137

15306090


250%

11805*5277151967058

520%

2010917*9626*16511893

1010%

269012*068836*223151113

25*%

372017*099*52*310193136

502%

*6302200127067138622*150

1001%

5650273016008***72255162



5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

609 93 33 17 11 *.8 2.5 1.3 0.55 0.22 0.02 0.01 0.00 0.00 0.00 0.00 0.00

116

Q

~ZL

O o LJ

CO o:

LJ CL LJ

LJ

U. O m z>

o LJ

O o:

o Q

10s

F

104

10s 10° 10'

10°

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

.......

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

7680

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

10"

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SE

PT

Fig

ure

48. D

ura

tion

hydro

gra

phs o

f d

aily

dis

charg

e valu

es fo

r C

an

dy

Cre

ek

near

Wo

lco

, O

kla

ho

ma

, w

ate

r ye

ars

1972-1

980 (s

tre

am

flo

w unre

gula

ted).


07177000 HOMINY CREEK NEAR SKIATOOK, OK

LOCATION.--Lat 36°20'55", long 96°06'35", in SW 1/4 SE 1/4 sec.27, T.22 N., R.11 E., Osage County, Hydrologlc Unit 11070107, near left bank on downstream side of pier of bridge on Stat Highway 20, 1.0 ml upstream from Tall Chief Creek, 6.0 ml west of Sklatook, and at mile 16.7.


PERIOD OF RECORD.--March 1944 to September 1980 (discontinued).



MONTHMAXIMUM(CFS)

MINIMUM(CFS)

MEAN(CFS)

STAN DARD

DEVIATION(CFS)


PERCENTOF

ANNUALRUNOFF


ANNUAL

2320221079765169016401100209020209045801610

609

0.000.000.000.000.000.002.70.000.990.000.000.00

6.4

162154757982

24825939227417864

205

181

419404159147138354281435380289141372

137

2.6 2.6 2.1 1.9

2.21.8

0.75

7.47.13.43.63.8

11.411.918.012.68.23.09.5

100



137

14306090

120183



250%

0.180.210.240.300.722.35.49.0

24

520%

0.000.000.00D.OO0.000.280.580.883.0

1010%

0.000.000.000.000.000.000.060.080.72

PERCENT

205%

0.000.000.000.000.000.000.000.000.14



250%

520%

10 10%

254%

502%

100 1%

8280 12800 16500 22000


26800 32300

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASCD ON PERIOD OF RLCORU 1945-80


137

15306090


250%

7190429022401270822544444

520%

119007550402022601450945746

1010%

1450097105240289018401170901

254%

173001230067403630227014001040

502%

190001410078004130256015301120

1001%

204001570088104590280016401180



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3880 761 233 116 72 36 19 11 5.8 2.9 1.2 0.14 0.01 0.00 0.00 0.00 0.00

1 18

CD

1Cf

g

10*

o a:

ui

a. O

CD O LJ

O

C£

O

10* 101 itf

5

10-'

10,-z

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

071

7700

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

""If"" ll ll ll ll ll !» ii i> ii ii

tr " ^

*"*

** ^

"

" *

*"

^

i i

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

4

9.

Dura

tion

hydro

gra

phs o

f d

aily

d

isch

arg

e valu

es fo

r H

om

iny

Cre

ek

near

Skia

took,

Okl

ahom

a,

wate

r ye

ars

1

95

2-1

98

0 (s

tream

flow

u

nre

gu

late

d).


07177500 BIRD CREEK NEAR SPERRY, OK

LOCATION.--Lat 36"16 I 42", long 95"57 1 14 11 , in NW 1/4 NW 1/4 sec.29, T.21 N., R.13 E., Tulsa County, Hydrologlc Unit 11070107, on downstream side of right pier of county road bridge, 1.5 mi upstream from Delaware Creek, 2A mi downstream from Hominy Creek, 2.5 mi southeast of Sperry, and at mile 25.0.


PERIOD OF RECORD.--October 1938 to current year. Monthly discharge only for some periods, published in WSP 1311.

REMARKS. Some regulation since 1958 by Bluestem Lake, since 1976 by Candy Reservoir, and since 1977 by Birch Lake.



MONTH


MAXIMUM (CFS)

5910542017801700209044904970107005870190018103110

MINIMUM (CFS)

0.000.000.050.100.961.4

122.47.30.020.000.00

MEAN (CFS)

488389197180248645784

1270721337152403


DEVIA- CIENT OF OF TION VARI- ANNUAL (CFS) ATION RUNOFF

1210 2.5911 2.33653263989439691750

.8

.8

.6

.5

.2

.41010 1.4552 1.6353 2.3729 1.8

8.46.73.43.14.311.113.521.812.45.82.66.9

ANNUAL 1480 15 485 372 0.77 100



13714306090120183



250%

1.71.92.33.26.5

12223576

520%

0.180.230.310.620.922.13.95.3

14

1010%

0.000.000.000.000.140.591.21.54.8

205%

0.000.000.000.000.000.050.120.431.6



250%

5 20%

10 10%

254%

50 2%

1001%

14200 25500 36000 53700 70700 91900



PERIOD (CON-

TIVE DAYS)


250%

520%

10 10%

254%

50 2%

1001%

13100 23600 31800 43400 52800 6290037

15306090

887050203040205013901120

1670095805820391025502010

23300133007990525033002520

332 DO1890011000698041603070

418002350013400825047203400

515002860015900950052203670



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

9420 2330 752 396 256 127 71 40 24 14 7.1 2.6 0.71 0.08 0.04 0.02 0.00

120

1C

f

Q

wi

g 1cr

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7177

500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

50. D

ura

tion

hyd

rog

rap

hs

of

da

ily d

isch

arg

e valu

es fo

r B

ird C

ree

k near

Sperr

y,

Okl

ahom

a,

wate

r ye

ars

1

94

6-1

98

4 (s

tre

am

flo

w u

nre

gu

late

d).


07178600 VERDIGRIS RIVER NEAR INOLA, OK

LOCATION. --Lat 36 e 09 I 43", long 95 e 37'07", In northwest corner of sec. 4, T.19 N. , R. 16 E. , Rogers County, near right bank on downstream side of pier of bridge on State Highway 33, 1 mi upstream from Salt Creek, 6 mi west of InoLa, and at mile 48.8.

DRAINAGE AREA. --7, 911 ml2 .

PERIOD OF RECORD. --September to September 1970 (discontinued).

REMARKS. --Some regulation since 1949 by Elk River Reservoir in Kansas; further regulation since 1951 by Hulah Lake and since 1958 by Bluestem Lake. Flow regulated since 1963 by OoLogah Lake.



MONTH


ANNUAL

MAXIMUM(CFS)

3200020000873096701490017400288004170041400353001180024100

9390

MINIMUM(CFS)

233634275539

140355487342111

297

MEAN(CFS)

466023701600183024004920683095306630768020203180

4480

STAN DARD

DEVIATION(CFS)

86405030273029303590534080301040096201030032805950

2570


1.92.11.71.61.51.11.21.11.51.31.61.9

0.57

PERCENTOF

ANNUALRUNOFF

8.74.43.03.44.59.212.717.812.414.33.85.9

100


PERIOD(CON- ccpiiOC.V-LI

TIVEDAYS)

13714306090120183

DISCHARGE, IN CFS,RECURRENCE INTERVAL,

FORIN


2 550% 20%

50 1752 1757 1969 2489 29155 41257 63314 80744 183

10


2010% 5%

9.1011151722304086

5 6.06.37.2

101213172445



2 50%

520%

10 10%

254%

502%

100 1%

50800 89300 120000 163000 199000 237000




137

15306090


250%

46700442003850029400216001430011000

520%

75700706006120047400358002460019100

1010%

96000880007420056700429002990023100

254%

1230001100008810065700494003470026500


502%

1430001250009680070800528003720028300

1001%

16300014000010400074700554003910029500



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

47400 26200 13800 8380 5150 2360 1290 677 365 194 99 49 33 18 13 10 7.4

122

rv> CO

Q Z o a CO LJ

CL

LJ

LJ O

CD O LJ

O X o Q

1Cf

1Cf

10*

i 10? 10

°

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

7860

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

5

1.

Du

ratio

n

hyd

rog

rap

hs

of

daily

d

isch

arg

e va

lue

s fo

r V

erd

igris

Riv

er

near

Inola

, O

klahom

a,

wa

ter

years

1

95

4-1

96

2 (s

tream

flow

unre

gula

ted).


07185000 NEOSHO RIVER NEAR COMMERCE, OK

LOCATION.--Lat 36°55 1 43 11 , long 94°57'26", in SW 1/4 SE 1/4 sec.5, T.28 N., R.22 E., Ottawa County, Hydrologic Unit 11070206, on downstream side of left pier of county road bridge, 1.3 mi upstream from Mud Creek, 2.2 mi downstream from Four Mile Creek, 4.5 mi west of Commerce, and at mile 153.4.


PERIOD OF RECORD.--3une 1939 to current year.

REMARKS.--Flow regulated since 1963 by 3ohn Redmond Reservoir in Kansas, 190 mi upstream.




STAN DARD




2500014000101008700117001110023300296001480053400944016900

0.001.66.38.6

2512

149395408210.001.5

ANNUAL 8830 246

332020401330164019103520535064205590620016303600

3550

5450377022502270253034806570773047601180022205040

2310

1.61.81.71.41.30.991.21.20.851.91.41.4

0.65

7.84.83.13.84.58.312.615.113.114.63.88.5

100



13714306090120183



250%

8187961181502874015911100

520%

7.68.7

111418265293

204

1010%

0.000.000.000.140.580.84142766

205%

0.000.000.000.000.000.003.98.6

22



2 50%

5 20%

10 10%

254%

50 2%

100 1%

37300 69000 97100 142000 183000 232000




13715306090


250%

368003540029800207001330090807080

520%

71700668005480039800273001840014200

1010%

99200880006890051400370002480018900

254%

1380001140008300063700488003260024400


502%

1680001320009100071100568003780028000

1001%

2010001480009740077200643004260031200



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

36800 19800 10400 5820 3690 1980 1240 767 459 263 132 23 7.3 0.57 0.06 0.03 0.01

124

9ZL


31 (Q*

C ^ CD

cn ro

O O c

. O O3 3 » =r

-k Q.

CD (D* =:01 <

AS:<o o>o> -

-^ (D nCD <0> 0>3 c^ CDO W

0C -I

5 ZCD CD(O OC CO

CD

OO33CD n O CD

O O

O

mCD

1

c: m

COm -o

i 11 ui| i i i 11 ijn i i i I*.HI| i iI ITTTTJ I I 1 I II

III!

000I

ni x o m

0R0

0 rn

O CD

CDC

CH 0I

m -a o m

R

0 m

oCD

CDC

100I

m -a o m

0R0

o m n

OCD

CDC

Ic so

o

oZ

CD _m

§oo o» oo o

mi i i i i lintI III Nil


07185000 NEOSHO RIVER NEAR COMMERCE, OK--Continued


MONTHLY AND ANNUAL MEAN DISCHARGES


MEAN (CFS)

STANDARD COEFFI- PERCENT DEVIA- CIENT OF OF TION VARI- ANNUAL (CFS) ATION RUNOFF


168001570010500101009070216001880012400158001080028406640

ANNUAL 7510

15303227423063

7602901419131

857

24403550202018302460465056504520739040208601780

3430

3810455025902540276054806010332047903540840

2250

1.6 334121

0.740.650.880.981.3

1880 0.55

5.98.64.94.56.011.313.711.018.09.82.14.3

100


PERIOD(CON-cppiiOL.I-U

TIVEDAYS)

137

14306090120183




2 550% 20%

49 2255 2461 2773 31

116 47228 80403 119636 1741090 291

1010%

1415172029445980

128

, ANDPERCENT

205%

9.81112141926323960



2 50%

5 20%

10 10%

25 4%

50 2%

1001%

33900 46300 54400


64400 71800 79200



137

15306090


250%

333003100022700177001340092307480

520%

45700429003200023000180001360011100

1010%

52700494003730025000199001610013200

254%

60400561004310026500214001880015400

502%

65400603004680027200220002050016900

1001%

69800640005020027600225002200018100



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

29500 15600 10500 7480 5270 2950 1590 864 515 298 138 61 39 25 19 15 4.8

126

K)

1Cf

F

itf 104

o

o UJ

Cfl

Ce

UJ a. UJ te o m ID

o UJ o 5

itfto Q

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

10s

; *..-

.".*..

;

.V

-?.

.' V

* *

» .'

«.'*

. ,v

* *

' *

"V

*. f

- '

\I

* n

\ '

V

Vi.

Jv

~"

' t

TV

^

\

^V

1''

V

* IN

i

*'

x .

I \

;\f

v/

-

STAT

ION

NU

MB

ER

07185000

STR

EA

MFL

OW

REG

ULA

TED

"\

: $

V*

:V

V

VV

*: ;,

, 'A

f x

r'-'V

JO

CT

NO

V

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AUG

SE

PT

Fig

ure

5

3.-

-Du

ratio

n h

yd

rog

rap

hs o

f daily

dis

charg

e valu

es fo

r N

eosh

o R

iver

near

Com

merc

e,

Okl

ah

om

a,

wate

r years

1966-1

984 (s

tre

am

flo

w re

gula

ted).


07188000 SPRING RIVER NEAR QUAPAW, OK

LOCATION.--Lat 36 S 56'04", long 94 S44'45", In NE 1/4 SW 1/4 sec.5, T.28 N., R.24 E., Ottawa County, Hydrologlc Unit11070207, near center of span on downstream side of pier of county road bridge, 0.1 ml upstream from Rock Creek, 3.0 ml southeast of Quapaw, and at mile 13.9. Records Include flow of Rock Creek.

DRAINAGE AREA.--2,510 ml2 , Includes that of Rock Creek.


REMARKS. Occasional releases from flood gates at old Rlverton Hydroelectric plant.




STAN DARD



OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER

140009860800065007170121001510026900121001010086207300

ANNUAL 5100

76111116116129123169481233342976

191

15401820130012901740268032303350291017007631150

1950

260025101570132017102820331046202510223012601410

mo

1.7 1.* 1.21.0 0.991.11.01.40.861.31.71.2

0.58

6.67.75.55.57.411.413.814.312. 47.33.24.9

100


PERIOD(CON-ccni_oc.\*uTIVEDAYS)

137

14306090120183



250%

163199229252286329426486718

520%

7996

113125137166204241341

1010%

4756677582110131165224

205%

29334045507689119157



2 50%

520%

10 10%

254%

50 2%

100 1%

32700 55400 72100 94400 112000 130000



PERIOD (CON

SECUTIVEDAYS)

137

15306090


250%

2930023800149009550658045803760

520%

537004520028400178001180080706460

1010%

7220061100386002370015400105008230

254%

97500823005220031300200001350010300

502%

118000984006270036900233001570011800

1001%

1 380001150007330042400265001780013100



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

23500 7040 4040 2840 2200 1460 1030 747 541 397 288 189 137 95 70 42 9.1

128

ro

CD

1Cf

Q Z

O a (f) LJ

QL

104

LJ

LJ

L_ | *

o LJ

O o:

< o (/)

Q

10°

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

18

80

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

54. D

ura

tion h

yd

rog

rap

hs

of

da

ily dis

charg

e valu

es fo

r S

prin

g R

iver

near

Quapaw

, O

kla

ho

ma

, w

ate

r ye

ars

1

94

6-1

98

4 (s

tream

flow

u

nre

gu

late

d).


07189000 ELK RIVER NEAR TIFF CITY, MO

LOCATION. Lat 36*37'50", long 94*35'12", In NE 1/4 sec.22, T.22 N., R.34 W., McDonald County, Hydrologic Unit11070208, on downstream side of second pier from right bank of bridge on State Highway 43, 0.8 mi downstream from Blackfoot Branch, 2.8 mi upstream from Buffalo Creek, 3.0 mi southeast of Tiff City, and at mile 15.8.


PERIOD OF RECORD. October 1939 to current year.



MONTH


ANNUAL

MAXIMUM(CFS)

294040903300249029705020612089604160257024201850

1780

MINIMUM(CFS)

265059567176

14522779141231

135

MEAN(CFS)

394632575550756120015901590908488276268

767

STAN DARD

DEVIATION(CFS)

572898653548673106013901720881558402351

418


1.51.41.11.00.890.890.881.10.971.11.51.3

0.55

PERCENT OF

ANNUALRUNOFF

4.36.96.26.08.213.017.217.29.95.33.02.9

100



13714306090120183




2 550% 20%

75 4078 4182 4486 4697 52119 64147 78172 95243 126

1010%

262729313544526889

205%

181820212430365167



2 50%

5 20%

10 10%

254%

18800 39200 56500 82100


502%

100 1%

104000 127000


PERIOD(CON-CCpll-

TIVEDAYS)

137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT

250%

13500906056403620251018001500

520%

2700017300103006410427029902460

1010%

3800023700139008590561038503150

254%

53900328001900011700748050104060

502%

66900401002300014100900059104760

1001%

808004770027300168001060068405470



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

7230 2670 1630 1200 929 622 434 311 226 164 119 80 61 43 31 18 7.4

130

ief

CO

Q Z

O </) OL

LJ

Q.

LJ

Hi

O

ZM

LJ

O o

o

10°

J

r~~

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7189000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

-(

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

55. D

ura

tion hyd

rogra

phs

of

daily

d

isch

arg

e valu

es fo

r E

lk

Riv

er

near

Tiff

City

, M

issouri,

wate

r ye

ars

1

94

6-1

98

4 (s

tre

am

flo

w u

nre

gu

late

d).


07189500 NEOSHO RIVER NEAR GROVE, OK

LOCATION.--Lat 36°33'25", long 94*44'45", in SE 1/4 sec.27, T.25 N., R.23 E., at bridge on State Highway 25, 3.0 ml downstream from Spring Branch, 3.5 ml northwest of Grove, 8.2 ml downstream from River, and at mile 105.4.

DRAINAGE AREA.--9,969 ml2 .


REMARKS. Some regulation at low flow by power plants above station.




MONTH


ANNUAL

MAXIMUM (CFS)

250001200079801420011700124005840036800554009220

2660022700

15800

MINIMUM (CFS)

3844503683557321010118013501110235119192

1750

MEAN (CFS)

440043703490466044704420109001050015000348035903690

6070

TION (CFS)

679037402420399031503480

15300968016600308068005500

4160

VARI ATION

1.50.850.690.860.700.791.40.921.10.891.91.5

0.69

ANNUAL RUNOFF

6.06.04.86.46.16.114.914.420.64.84.95.1

100



137

14306090120183



250%

39043546049354671298512802210

520%

150170185203257350566711

1280

1010%

8193

103117168240436529981

205%

46536070

116175356417793



2 50%

520%

10 10%

254%

50 2%

1001%

62200 100000 125000 157000 180000 202000




137

15306090

DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN tXCEEDANCE PROBABILITY,

250%

59100495003710025600190001330010300

520%

96400861006810050700383002540019500

1010%

1210001120009080071000541003540027200

254%

15200014500012100099900771005030038700


502%

173000170000144000124000961006290048600

1001%

1940001900001670001490001170007685059600



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

64100 27700 14400 9030 6390 4350 3020 2250 1640 1150 848 541 376 231 151 87 45

132

00

00

o

o LJ to CE

LJ

D_

LJ

LJ

LO

CI

CD Z>

O LJ

O O

106

i i i i i

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

10*

,

10'

STA

TIO

N N

UM

BE

R 0

7189500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

,.

.

.'.'.

.1 }

-.

; v..

.

;

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

56

. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

ch

arg

e

va

lue

s

for

Neo

sho

R

iver

n

ear

Gro

ve,

Okl

aho

ma,

w

ate

r years

1

93

1-1

93

9

(str

eam

flo

w u

nre

gu

late

d).


07190500 NEOSHO RIVER NEAR LANGLEY, OK

LOCATION.--Lat 36°26'15", long 95*02'44", in SE 1/4 sec. 27, T.23 N., R.21 E., Mayes County, Hydrologlc Unit 11070209, in concrete stilling well on left bank, 0.5 mi upstream from bridge on State Highway 82, 1.5 ml south of Langley, 3.6 ml downstream from Pensacola Dam, 6.3 ml upstream from Big Cabin Creek, and at mile 73.4.



REMARKS.--Flow regulated since 1940 by Lake 0' The Cherokees.




MEAN (CFS)



464003020025200189002350033300508007770032500679002090021300

ANNUAL 15500

386341144243321387133272677

210

560057504310391052007250

105001120010600916041304940

6880

820072704700391051007420113001460070501160035304860

3830

1.5 1.3 1.1 1.0 0.981.01.11.30.671.30.860.98

0.56

6.87.05.24.76.38.812.713.612.811.15.06.0

100



250%

5 20%

10 10%

254%

502%

100 1%

49300 100000 143000 206000 259000 317000




137

14306090

120183




2 550% 20%

51 1981 23

202 48361 95687 1801250 3951900 6012410 7773140 1090

1010%

1213234680186273358537

, ANDPERCENT

205%

9.01012243992129171274



DISCHARGE, RECURRENCE EXCEEDANCE

2 550% 20%

IN CFS, FOR INTERVAL, IN PROBABILITY,

10 2510% 4%


502%

1001%

1 51100 104000 136000 170000 191000 2070003 48100 94700 122000 149000 164000 1760007 40200 74100 91500 107000 115000 121000

15 31100 53800 64400 73300 77500 8030030 23400 40300 48500 55500 58900 6140060 17300 28400 33300 37100 38900 4010090 14400 22800 26100 28600 29700 30400



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

57700 24300 14000 12400 10800 6850 4940 3560 2520 1550 582 93 31 17 14 13 12

134

CO en

icf

10? to4

Q

Z o ct:

Ld a. Ld

L

d

Lu o m 3

o Ld

O 5 10*10

f

10'

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

19

05

00

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AUG

SE

PT

Fig

ure

57. D

ura

tion hydro

gra

phs o

f daily

dis

charg

e v

alu

es fo

r N

eo

sho

R

ive

r near

La

ng

ley,

O

klah

om

a, w

ate

r ye

ars

1946-1

984 (s

tre

am

flo

w r

eg

ula

ted

).


07191000 BIG CABIN CREEK NEAR BIG CABIN, OK

LOCATION. Lat 36 C 34'06", long 95"09'07", In NE 1/4 NE 1/4 sec.15, T.24 N., R.20 E., Cralg County, Hydrologlc Unit 11070209, near downstream side of right bank end of county road bridge, 4.9 ml northeast of Big Cabin, 0.9 ml downstream from White Oak Creek, 6.8 ml upstream from Mustang Creek, and at mile 13.0.



REMARKS.-- Low flow sustained by sewage from city of Vlnlta.



MONTH


MAXIMUM(CFS)

425028301390116010602550193035802820195017601890

MINIMUM(CFS)

0.220.891.51.31.51 .4

30202.80.530.410.22

MEAN(CFS)

276302179182226519447584429257105209

STAN DARD

DEVIATION(CFS)

710568307253261561516832666473300399


2.61.91.71.41.21.11.21.41.51.82.81.9

PERCENTOF

ANNUALRUNOFF

7.48.14.84.96.114.012.015.711.56.92.85.6

ANNUAL 883 38 310 211 0.68 100



137

14306090120183



250%

0.920.971.01.21.83.88.7

1653

520%

0.410.440.490.590.761.22.04.0

12

1010%

0.260.280.340.430.520.660.922.05.2

PERCENT

205%

0.170.190.250.340.400.430.501.12.4



250%

520%

10 10%

254%

502%

1001%

14900 27000 36900 51300


63600 77000



137

15306090


250%

102005970322019201260815645

520%

192001170063703680240015301190

1010%

267001670091805110328020901590

254%

3820024500137007190451028502130

502%

4800031600177008920548034602550

1001%

59100396002250010800650040902970



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

6380 1230 450 247 164 90 49 26 13 5.6 2.7 1.6 1.0 0.63 0.35 0.20 0.13

136

CO

o CO

10* s

~~

o ul

101

o o: I

1Cf

a

10rl

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

9100

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D '. iii

OC

T N

OV

DEC

JAN

FE

B M

AR

APR

M

AY

JUN

E JU

LY

AUG

SE

PT

Fig

ure

58. D

ura

tion hydro

gra

phs of

daily

dis

charg

e va

lues

for

Big

C

abin

C

ree

k n

ea

r B

ig C

abin

, O

klahom

a,

wa

ter

ye

ars

1

95

6-1

98

4 (s

tre

am

flo

w u

nre

gu

late

d).


07191220 SPAVINAW CREEK NEAR SYCAMORE, OK

LOCATION.--Lat 36°20'07", long 94 0 38'24", in NE 1/4 NW 1/4 sec.4, T.21 N., R.25 E., Delaware County, Hydrologic Unit 11070209, on right bank 1.8 mi upstream from Cherokee Creek, 4.8 mi northeast of Row, 6.5 mi southeast of Sycamore, and at mile 35.0.





MONTH


MAXIMUM(CFS)

25568343729727156360034988048379

220

MINIMUM(CFS)

4.88.6

119.3

1213221915106.35.8

MEAN(CFS)

52114888498167200128134693048

STAN DARD (DEVIATION(CFS)

61185947883

15416287

188971859

^EFFICIENT OFVARIATION

1.21.61.10.920.850.920.810.681.41.40.601.2

PERCENTOF

ANNUALRUNOFF

4.39.47.37.08.113.816.510.611.05.72.54.0

ANNUAL 265 18 101 71 0.70 100



137

14306090120183




2 550% 20%

121213131418222735

5.65.86.26.77.89.9

121417

1010%

3.63.74.14.55.77.28.39.7

11

, ANDPERCENT

205%

2.42.52.83.24.45.56.27.28.3



2 50%

520%

10 10%

254%

50 2%

100 1%

3050 8900 15100 25900 36300


48700




5 20%

10 10%

254%

50 2%

100 1%

137

15306090

15001000628410287205171

382021901230752511366299

6210327017301020673479392

10400500024801390884624518

146006580312016901040731615

197008410383020001200836714



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

842 331 205 153 120 86 63 48 36 26 19 12 8.9 6.2 5.1 4.4 2.6

138

10*

CO

CO

Q Z o a to LU

Q_

LU

LU

Lu m

o LU

O O to Q

105 Irf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7191

220

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

59. D

ura

tion h

yd

rog

rap

hs

of

da

ily

dis

ch

arg

e va

lue

s fo

r S

pavin

aw

C

ree

k

ne

ar

Syca

mo

re,

Okla

ho

ma

, w

ate

r years

1966-1

984 (s

tre

am

flo

w u

nre

gu

late

d).


07191500 NEOSHO RIVER NEAR CHOUTEAU, OK

LOCATION.--Lat 36"13'45", long 95'10'59", in SE 1/4 NW 1/4 sec.9, T.20 N., R.20 E., Mayes County, Hydrologic Unit11070209, on left bank, 300 ft downstream from Robert S. Kerr Dam, 2.2 mi northwest of Locust Grove, 10 mi northeast of Chouteau, and at mile 47.2.


PERIOD OF RECORD.--October 1937 to September 1950, October 1963 to current year.

REMARKS.--Flow regulated since 1940 by Lake 0' The Cherokees; flow completely regulated since 1963 by Lake Hudson.



MONTH


ANNUAL

MAXIMUM(CFS)

528003880032300234002650039300556009150030900339002220016000

18900

MINIMUM(CFS)

10183881897976

160122354210146532

435

MEAN(CFS)

608072605480519067109510147001300013400907047905020

8350

STAN DARD

DEVIATION(CFS)

97909990644051206310985014400166007220820044904490

4530


1.61.41.20.990.941.00.971.30.540.900.940.89

0.54

PERCENTF OF

ANNUALRUNOFF

6.17.25.55.26.79.514.712.913.49.04.85.0

100



13714306090120183



250%

1341722784358051420238029703860

520%

6571

105168299646106012701570

1010%

474867104172399621716868

205%

38414771

106259375417497



250%

520%

10 10%

254%

502%

1001%

56900 108000 151000 217000


274000 338000



137

15306090


250%

5880055600WOO40000301002230018400

520%

1130001030008300061200457003350026600

1010%

1 5300013 WOO10100069200519003760029300

254%

2050001710001180007^80056500WfOO31000


502%

2^0001960001270007710058^00^noo31600

1001%

282000218000mooo78^0059600^200031900

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 19W-50,


1% 5% 10% 15% 20% 30% <fO% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

62500 31400 19900 15600 12800 8710 5840 4110 2840 1710 533 169 126 92 71 50 31

140


o_q.q.

(QC -i CD

0> O

O D * q5" £

~+ (Q

5 S <5CD SO 0) i OCO -*

W ,< I

-* a <o ,-:

O)

0)

co c00 CDJk CO

CO Or+ -t nCD Z0> CD3 O-it CO

<D <CO (DC -n

E = m CD

O3T OCr+CD 0)

- -JL. LLLLLLLL. L. JLJ_LLLill


07192000 PRYOR CREEK NEAR PRYOR, OK

LOCATION.--Lat 36*16'52", long 95'19 I 32", in SW 1/4 sec.19, T.21 N., R.19 E., on right bank at downstream site of bridge on U.S. Highway 69, 1.8 mi south of Pryor, 2.0 mi downstream from Semlnole Creek, and at mile 10.5.


PERIOD OF RECORD.--October 1949 to December 1963.



MONTH


ANNUAL

MAXIMUM(CFS)

2170374194160618531797

207012801030642845

352

MINIMUM(CFS)

0.000.000.000.010.200.005.9

110.780.000.000.00

13

MEAN(CFS)

17254343987

1591463542051428489

131


5371216656

162141204544387265183210

121


3.12.21.91.41.90.891.41.51.91.92.22.4

0.92

PERCENT OF

ANNUALRUNOFF

11.03.52.22.55.6

10.29.3

22.613.19.05.45.7

100



137

14306090120183



250%

0.000.000.000.000.060.570.931.8

12

520%

0.000.000.000.000.000.000.000.051.1

1010%

0.000.000.000.000.000.000.000.000.13

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

502%

100 1%

5170 11600 18100 29200


40100 53600



137

15306090


250%

332021301250702455277211

520%

76805300322017801160733545

1010%

1250088005410293018701210897

254%

217001550095805030308020601520

502%

3180022600140007160424028902150

1001%

4540032100198009870562039202930



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99%

2530 578 173 94 61 28 11 4.8 1.8 0.56 0.11 0.05 0.03 0.01 0.00

99.5% 99.9%

0.00 0.00

142

1Cf

E

CO

§

10'

o o:

LJ

CL LJ o m

r>

o LJ

o

a:

< o

-20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07192000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

- 80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

105 10* 10'

^

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

61. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

ch

arg

e

valu

es

for

Pry

or

Cre

ek

near

Pry

or,

O

klah

om

a,

wa

ter

ye

ars

1955-1

963

(str

eam

flo

w

un

reg

ula

ted

).


07192500 NEOSHO RIVER NEAR WAGONER, OK

LOCATION.--Lat 35°56'00" long 95 0 20'00", on south line sec.22 T.17 N., R.19 E., at bridge on State Highway 51, 2.25 mi downstream from Nigger Creek, 5 mi southeast of Wagoner, 6 mi upstream from Fourteen Mile Creek, and at mile 13.7.



REMARKS.--Flow regulated since 1940 by Lake '0 The Cherokees.



MONTH


ANNUAL

MAXIMUM(CFS)

568003830014000139002920028900594009750025400351002100016300

16900

MINIMUM(CFS)

1293333633285005501470824674406245660

548

MEAN(CFS)

1070071504320543080908760

216002210016800893051106460

10400

STAN DARD

DEVIATION(CFS)

1730011400411042608210831019000280007800995058306260

5080


1.61.60.950.781.00.950.881.30.461.11.10.97

0.49

PERCENTOF

ANNUALRUNOFF

8.55.73.44.36.57.017.217.613.47.14.15.2

100



137

14306090120183



250%

773901

1220145022002460340038204900

520%

2923073964758691100145015701840

1010%

149151184216419601799840963

205%

77.878.088.5

101200331448458522


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YLARS, AND EXCEEDANCE PROBABILITY, IN PERCENI

2 50%

520%

10 10%

254%

502%

100 1%

106000 194000 274000 405000 528000


676000




2 550% 20%


10 2510% 4%


50 2%

1001%

137

15306090

1120001080009260065900471003390026200

216000195000152000107000777005380039900

2700002310001690001 1 9000873005910043200

318000257000178000125000925006170044700

343000268000181000126000941006240045100

361000274000182000127000949006270045200



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

98700 43500 26200 17300 11900 7310 5660 4420 3360 2620 1830 604 298 164 99 79 61

144

01

1Cf

Q

O to

itf

a: LU a. LU

LU m LU O c/2 Q

10*

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

9250

0

STR

EA

MFL

OW

REG

ULA

TED

V"

.,

. /L

i »

i

r

*

(',,^

L^y

-:,,./^;

^..

.' >l

'V-y

Y/\/i

%

' "'

V/V

1 l,

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

6

2.

Du

rati

on

hydro

gra

phs

of

da

ily

d

isc

ha

rge

v

alu

es

fo

r N

eo

sh

o

Riv

er

near

Wag

on

er,

O

kla

ho

ma,

wate

r years

1

94

1-1

94

9

(str

ea

mfl

ow

re

gu

late

d).


07193500 NEOSHO RIVER BELOW FORT GIBSON LAKE NEAR FORT GIBSON, OK

LOCATION.--Lat 35 0 51'15", long 95°13'45", in SE 1/4 NW 1/4 sec.19, T.16 N., R.20 E., Cherokee County, Hydrologic Unit 11070209, on left bank 1.1 mi downstream from Fort Gibson Dam, 3.5 mi north of Fort Gibson, and at mile 6.6.


PERIOD OF RECORD.--May 1950 to current year. Prior to October 1970, published as Neosho River below Fort Gibson Reservoir near Fort Gibson.

REMARKS.--Records fair. Flow completely regulated by Fort Gibson Lake.


MONTH






342004150040400244001930032800487006480048200335009480

20700

ANNUAL 20400

128775851

1271763475728721620185173

1160

546070205940476059609230118001260011900921039404340

7670

735093607810538061809150119001480010100789022704090

1.31.31.31.11.00.991.01.20.860.860.580.94

4730 0.62

5.97.66.45.26.510.012.813.712.910.04.34.7

100



13714306090120183

DISCHARGERECURRENCE

, IN CFS,INTERVAL



250%

1969

195368623120019202450

520%

132155

111234438667852

3250 1230

1010%

12122755

137237333428666

205%

1111153087136174224378



250%

520%

10 10%

254%

502%

1001%

43800 76000 101000


136000 165000 196000



13715306090


250%

42200401003500028900224001630013700

520%

74400701006060050400388002790023400

1010%

98300914007840065400503003590030100

254%

13100011900010100084500648004620038600


502%

15600014000011800098500754005390044800

1001%

1810001600001 34000112000858006140050900



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

55900 28500 17800 13800 12300 9250 5650 3790 2450 1420 647 152 33 18 16 15

146

icf

Q Z o a CO C£

LJ

Q.

LJ

1Cf

10*

o CD ID

O LJ

O O e/vf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

19

35

00

STR

EA

MFL

OW

REG

ULA

TED

; ' '

# '

* *.'

u

i "

* i

>V

i"

'" !

\ M

r^tf

v'lo11

"i 5

V! i«

"l1

tft1

i M

I 'A

f u

;

'(fill,

' »

l ,,

rl

i i u

i

'i i.

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

6

3.

Du

rati

on

h

yd

rog

rap

hs

o

f d

ail

y

dis

ch

arg

e

va

lue

s

for

Neo

sho

R

ive

r b

elo

w

Fo

rt

Gib

son

L

ak

e n

ear

Fo

rt

Gib

son

, O

klah

om

a, w

ate

r y

ea

rs

1956-1

984 (s

tre

am

flo

w

reg

ula

ted

).


07194500 ARKANSAS RIVER NEAR MUSKOGEE, OK

LOCATION.--Lat 35°46'10", long 95°17'55", in NW 1/4 sec.21, T.15 N,, R.19 E., on downstream side of left pier of bridge on U.S. Highway 62, 1.7 ml downstream from Neosho River, 3.5 ml northeast of Muskogee, and at mile 457.8.

DRAINAGE AREA.--96,674 ml 2 of which 12,541 ml 2 is probably noncontributing.

PERIOD OF RECORD.-- October 1925 to September 1970.

REMARKS.--Some regulation since 1940 by Grand Lake; further regulation since 1941 by Great Salt Plains Lake, and since 1951 by Hulah Lake. Flow regulated since 1953 by Fort Gibson Lake.




MEAN (CFS)

STAN DARD COEFFI-

DEVIA- CIENT OF TION VARI- (CFS) ATION

PERCENTOF

ANNUAL RUNOFF


11500081500308003020077200619001760002100001560001670007760045700

ANNUAL

63667474461811801380179044003410873532

1060

45900 4200

19200136009960118001410016600387004230040900235001410014400

2840016300775092501440014000455004280032500354001990013100

21600 11800

1.51.20.780.781.00.841.21.00.801.51.40.91

0.55

7.45.23.84.65.46.4

14.916.315.89.15.55.5

100



137

14306090120183

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YtARS, AND


250%

187020202180235028003400469059908910

520%

868905950100012001590228029304260

1010%

5305445716047291040151019202730

205%

335340359386469713

105013201830


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YtARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

10 10%

25 4%

502%

100 1%

168000 256000 317000 394000 452000 510000




137

15306090


250%

167000154000130000101000733005300041600

520%

2670002530002240001800001360009510073400

1010%

34100032500029000023700018300012500095500

254%

439000422000377000309000244000162000124000


502%

517000498000442000363000291000190000144000

1001%

597000576000507000416000338000217000164000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

188000 97600 55500 36000 26400 16700 11800 8690 6520 4810 3500 2240 1340 733 576 445 230

148

CD

1Cf

p

Q Z

O 00 LJ

CL

10

5 r

LJ

LJ

b_ I 10-

O LJ

O O c/2 Q

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

9450

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

-J

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

64. D

ura

tion

hydro

gra

phs

of

daily

dis

charg

e

va

lue

s

for

Ark

an

sa

s

Riv

er

near

Musk

ogee,

Okl

ahom

a,

wa

ter

ye

ars

1

93

4-1

95

2 (s

tre

am

flo

w unre

gula

ted).


07195500 ILLINOIS RIVER NEAR WATTS, OK

LOCATION.--Lat }6°Q7'W, long 94°34'12", in NE 1/4 sec.18, T.19 N., R.26 E., Adair County, Hydrologlc Unit 11110103, near right bank on downstream side of pier of bridge on U.S. Highway 59, 1.5 mi north of Watts, 4.5 mi downstream from Cincinnati Creek, and at mile 106.2.



REMARKS.--Some regulations at low flow by Lake Francis Dam, 0.8 mile above station. Since Ouly 2, 1957, small diversion above station for municipal water supply for city of Siloam Springs, Arkansas.




STAN DARD



OCTOBERNOVLMBL.RDKCEMBEH3ANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER

ANNUAL

192030902020166018202930335042903230181011701080

1250

2166606175114176144113513315

151

3015594954245708539641000620370236252

553

376745545367473689773959702410246264

312

1.21.31.10.870.830.810.800.961.11.11.01.0

0.56

4.5 8.4 7.4 6.4 8.6 12.814.515.19.35.63.63.8

100


13714306090120183




2 550% 20%

64 3675 4191 5198 54

106 58122 67145 78167 95222 120

1010%

252835374047557087

205%

182025272934415567




250%

520%

10 10%

254%

50 2%

1001%

17300 33000 44800 60800 73100 85600


PERIOD (CON-cc-pii

TIVEDAYS)

137

15306090


250%

1060062503740238016701160989

520%

195001120064704050276019201620

1010%

259001490084105220351024902070

254%

3410019700109006740447032602670

502%

4020023400128007880518038603120

1001%

4620027100147009010588044903580



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

5230 1790 1090 815 640 462 334 246 187 145 114 81 62 45 31 18 12

150

104

r

Q

O CO 8! io3

LJ

LJ

U.

O

DO O z LJ

O o CO

Q

T 1C

f

101

T I I I I

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

071

9550

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

r\A'

\ >

v *

'J *

* -.,

/\A

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

6

5.

Du

rati

on

h

yd

rog

rap

hs

of

daily

dis

ch

arg

e

va

lue

s

for

Illi

no

is

Riv

er

nea

r W

att

s,

Okl

aho

ma,

w

ate

r years

1

95

6-1

98

4

(str

eam

flo

w

un

reg

ula

ted

).


07196000 FLINT CREEK NEAR KANSAS, OK

LOCATION.--Lat 36 e 11'54", long 94 e 42'30", in SW 1/4 sec. 21, T.20 N., R.24 E., Delaware County, Hydrologlc Unit 11110103, at bridge on State Highway 33, 6.0 ml southeast of Kansas, 6.0 ml downstream from Sager Creek, and at mile 2.8.


PERIOD OF RECORD.--August 1955 to September 1976, April 1979 to current year.

REMARKS.-- Small diversion above station for Irrigation.



MONTH

OCTOBERNOVEMBERDECEMBERDANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

287850393385331593577783

1070262369273

296

MINIMUM(CFS)

0.739.9

11101612133825124.81.3

22

MEAN(CFS)

66130919096143184184144664956

108

STAN DARD

DEVIATION(CFS)

74204929286

139152192217607069

74


1.11.61.01.00.900.970.831.0 1.50.901.41.2

0.68

PERCENT OF

ANNUALRUNOFF

5.110.07.06.97.4

11.014.114.211.15.13.84.3

100



137

14306090120183



250%

171718192227323541

520%

7.57.78.08.69.6

12141721

1010%

4.24.34.44.85.36.98.2

1215

205%

2.32.42.52.73.03.95.08.2

12



250%

520%

10 10%

254%

502%

100 1%

3360 9950 17500 31800 46600


65700



137

15306090


250%

16801040664432296208173

520%

406022701350838553380313

1010%

6410344019701190767518425

254%

104005380296017301090720591

IN PERCENT

502%

141007200386022101360889732

1001%

1860093904910276316701070886



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

989 352 221 157 122 87 65 50 38 28 22 15 12 9.0 4.1 1.5 0.66

152

en CO

10*

P

Q Z o CK

LU

Q_

LU

LU CD r>

o LU o

a: O

- 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

itf 101

10U

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7196000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

/vs-.^/V

x/'--

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

6

6.

Du

ratio

n

hyd

rog

rap

hs o

f d

ally

d

isch

arg

e valu

es fo

r F

lint

Cre

ek

ne

ar

Kansas,

Okla

ho

ma

, w

ate

r years

1963-1

976,1

980-1

984 (s

tream

flow

unre

gula

ted).


07196500 ILLINOIS RIVER NEAR TAHLEQUAH, OK

LOCATION.--Lat 35°55 I 17", long 94"55'15", in SE 1/4 sec.26, T.17 N., R.22 E., Cherokee County, Hydrologic Unit11110103, near center of span on downstream side of pier of bridge, 0.2 mi downstream from U.S. Highway 62, 2.2 mi northeast of Tahlequah, 6.5 mi upstream from Baron Fork, and at mile 55.8.



STREAHFLOV UNREGULATED


MONTH

OCTOBERNOVEMBERDhCF.MHCHDANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

281046603120292046606700686084005990249039101910

1980

MINIMUM(CFS)

7.1757874

1131471511898023113.2

193

MEAN(CFS)

4517856816961040132015201680967494355334

858

STAN DARD

DEVIATION(CFS)

58211007606799941230129017401010489593387

470


1.31.41.10.980.960.930.851.01.00.991.71.2

0.55

PERCENT OF

ANNUALRUNOFF

4.47.66.66.710.112.814.716.39.44.83.43.2

100



137

14306090120183



250%

0.000.00

139141148166186216290

520%

0.000.00

4951577184107150

1010%

0.000.00

182127395172

107

205%

0.000.005.88.2

1321325180


DISCHARGE, FN CFS, FOR INDICATED RECURRENCE INTERVAL IN YhARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

5 20%

10 10%

254%

502%

100 1%

18200 38200 55800 83300 108000 135000




137

15306090


250%

13900965061003900273019201580

520%

2870019500115006920463032002590

1010%

4150028000159009220603041403310

254%

60900408002230012400793054204270

502%

77700520002760014900942064405010

1001%

965006440033300176001100074905770



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

8200 3030 1800 1360 1040 712 502 371 277 205 153 106 77 47 19 7.1 1.3

154

en

en

Q

Z O LJ

CL

Ul Hi m

o LJ o O c/2 Q

10* 101

^ ! , ^ j j

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

** «.

fr

V**

*

STAT

ION

NU

MB

ER

071

9650

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

'*'V

'"\

^'-

'V/^

v

'"'"''

\V

\»

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

6

7.

Du

ratio

n hydro

gra

phs o

f d

aily

d

isch

arg

e va

lue

s fo

r Illin

ois

Riv

er

near

Tahle

quah,

Okl

ah

om

a,

wa

ter

years

1936-1

984 (s

tre

am

flo

w unre

gula

ted).


07197000 BARON FORK AT ELDON, OK

LOCATION.--Lat 35°55'16", long 94°50'18", in SE 1/4 sec.27, T.17 N., R.23 E., Cherokee County, Hydrologic Unit11110103, on downstream side of second pier from left bank of bridge on State Highway 51, 0.4 mi southeast of Eldon, 6.0 mi downstream from Tyner Creek, and at mile 8.8.


PERIOD OF RECORD.--October 1948 to current year. Prior to October 1970 published as Barren Fork at Eldon.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

134015001030833

14401700211026101580903331927

639

MINIMUM(CFS)

2.010141525438163258.83.83.1

56

MEAN(CFS)

11222720621734045552365430315866105

280

STAN DARD

DEVIATION(CFS)

23136124622233434542655434419766

211

151


2.11.61.21.00.980.760.810.851.11.21.02.0

0.54

PERCENT OF

ANNUALRUNOFF

3.36.76.16.4

10.113.515.519.49.04.72.03.1

100



137

14306090120183



250%

161617192127354666

520%

7.27.47.78.39.3

11141928

1010%

4.54.64.95.25.76.98.6

1218

205%

3.03.13.23.43.74.45.67.8

13



2 50%

520%

10 10%

254%

50 2%

100 1%

13700 24700 32100 41100 47400


53300

MAGNITUDE AMD PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1949-84


137

15306090


250%

71804250254015901090752616

520%

1180069803990248016501140932

1010%

14000841047402940192013401100

254%

16000978054503390218015401280

502%

169001050058403640231016501380

1001%

176001110061503850241017401470



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3070 1030 595 428 329 218 148 99 66 47 32 18 12 6.3 3.5 2.7 2.0

156

01

10*

P

Q Z o

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7197000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

- 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

OC

T M

OV

DEC

JA

N

FEB

MA

R

AP

R

MAY

JU

NE

JU

LY

AU

G

SE

PT

Fig

ure

68. D

ura

tion h

yd

rog

rap

hs

of

da

ily d

isch

arg

e va

lue

s fo

r B

aro

n

Fo

rk

at

Eld

on,

Okla

hom

a,

wa

ter

ye

ars

1956-1

984 (s

tream

flow

unre

gula

ted).


07198000 ILLINOIS RIVER NEAR GORE, OK

LOCATION.--Lat 35'34'23", long 95 0 04'07", in NE 1/4 SW 1/4 sec.27, T.13 N., R.21 E., Sequoyah County, Hydrologic Unit 11110104, on right bank 4.5 ml downstream from Tenklller Ferry Dam, 4.5 ml northeast of Gore, and at mile 8.5.


PERIOD OF RECORD.--March 1924 to April 1926, April 1939 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS. Flow completely regulated since Duly 1952 by Tenkiller Ferry Lake.


MONTHLY AND ANNUAL MEAN DISCHARGES 1925, 1940-53


MEAN (CFS)

STAN DARD

DEVIA TION (CFS)


PERCENTOF

ANNUAL RUNOFF


344068505700383070301210013800126005680227058101490

ANNUAL 3650

393128372241106126111573836

63

67913701200135022002570309037901900870774483

1680

909205015501270196031403320395015807161440401

929

1.31.51.30.940.891.21.11.00.830.821.90.83

0.55

3.36.85.96.710.812.715.218.79.44.33.82.4

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1925, 1940-53


137

14306090

120183




2 550% 20%

170 71174 74187 82200 93230 110275 134318 155396 184639 256

1010%

36384351627891

105134

205%

181923283446546071



2 50%

520%

10 10%

254%

502%

100 1%

31700 70500 109000 175000 239000 318000


MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1925, 1940-53


137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY

250%

29600240001670010200682046903730

520%

710005350032400184001170078506050

1010%

974006900038800214001330089106800

254%

1250008220043000232001420095407240

, IN PERCENT

502%

1400008850044600238001450097507390

1001%

1530009260045400241001470098507460

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1925, 1940-53


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

17000 6170 3660 2600 1980 1330 911 611 434 322 226 128 49 32 26 19 9.7

158

Oi

CD

10P

Q Z

O Ld

Q_

10*

Ld

LJ

Lu O ma 10

so Ld

O O

1Cf

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

71

98

00

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

69. D

ura

tion h

yd

rog

rap

hs of

daily

dis

charg

e va

lues

for

Illin

ois

R

iver

ne

ar

Go

re,

Okl

ah

om

a,

wa

ter

ye

ars

1945-1

953 (s

tream

flow

unre

gula

ted).


07198000 ILLINOIS RIVER NEAR GORE, OK--Contlnued




MEAN (CFS)



OCTOBERNOVEMtODECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER

ANNUAL

248044309650395057405140698095507180805023601570

3110

74565628576170

1051411118181

280

62393112801160146015102190216016801370934660

1330

63311501820935142011601710203017501510457405

801

1.01.21.40.810.970.770.780.941.01.10.490.61

0.60

3.95.88.07.39.19.513.713.510.6 8.6 5.8 4.1

100



137

14306090

120183


FORIN


2 550% 20%

27 1259 25

102 41133 51198 75269 122391 180458 206566 252

10


2010% 5%

7.1423294280116129158

0 4.38.3

131725567885105



2 50%

520%

10 10%

254%

502%

100 1%

7050 10800 13500


17100 20000 23100



137

15306090


250%

5980573051404240332025202190

520%

106001030097008000618046103890

1010%

13700134001270010600816060905050

254%

175001720016300137001060079806490

502%

202001980018600158001240093707530

1001%

2280022200208001790014000107008530



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

10600 4040 3180 2340 2030 1520 1130 805 479 247 135 76 58 44 33 19 3.8

160

CD

10s

P

Q

O a CO a: Ld o_

10*

Ld £

§

1*O L

d

O o CO

Q

1Cf

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

'.

v* j

r. «

j"

" 'y

' .

' "

STA

TIO

N N

UM

BE

R 0

71

98

00

0

STR

EA

MFL

OW

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

7

0.

Du

ratio

n hydro

gra

phs o

f d

aily

d

isch

arg

e valu

es fo

r Illin

ois

R

iver

ne

ar

Go

re,

Okla

ho

ma

, w

ate

r years

1956-1

984 (s

tre

am

flo

w re

gu

late

d).


07228500 CANADIAN RIVER AT BRIDGEPORT, OK

LOCATION.--Lat 35'32'37", long 98'19'03", SE 1/4 NW 1/4 sec.1, T.12 N., R.11 W., Caddo County, Hydrologlc Unit11090202, on downstream side of pier near center of bridge on U.S. Highway 281, 3.3 ml east of Bridgeport, 1.6 ml downstream from Lumpmouth Creek, and at mile 263.3.

DRAINAGE AREA.--25,276 ml2 , of which 4,801 ml 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--October 1944 to September 1964; October 1969 to current year.

REMARKS.--Flow regulated since 1964 by Lake Meredith In Texas.



MONTH


ANNUAL

MAXIMUM(CFS)

3760103016406541120526

121049602920494023601530

1150

MINIMUM(CFS)

4.48.8

1014171514187.22.30.000.27

63

MEAN(CFS)

5561241681342301922391310918949569438

488

STAN DARD

DEVIATION(CFS)

967237370154326180365

1760881

1540680523

318


1.71.92.21.21.40.941.51.30.961.61.21.2

0.65

PERCENT OF

ANNUALRUNOFF

9.52.12.92.33.93.34.122.615.716.39.87.5

100



137

14306090120183



250%

1.62.23.04.99.0

223648106

520%

0.000.000.000.002.08.1

121734

1010%

0.000.000.000.000.004.57.19.5

17

PERCENT

205%

0.000.000.000.000.002.74.45.99.7



250%

520%

10 10%

254%

502%

100 1%

28300 52400 72400 102000 127000 156000




137

15306090


250%

152001100066103680223014101060

520%

2590019400118006790435028102110

1010%

3290024400151008870585038702940

254%

41300299001870011300774052804090

502%

47000333002110013100910063505010

1001%

524003630023200146001040074205970


DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOH INDICATED PERCENT OF TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

8640 2260 927 488 291 145 80 49 31 21 15 7.6 2.4 0.06 0.03 0.01 0.00

162

1C?

*

CO

§

10*

o c/) an LJ

Q.

LJ

LJ

U_

O m o z

10°

10f

LxJ |

1of>

o g 10

-

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

. ,

.. »

*

. " -

..'"

%.

**».

.*:'^

-V

/: -^;-

;MA

M

V

.""

^

STA

TIO

N N

UM

BE

R 0

72

28

50

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

71. D

ura

tion h

ydro

gra

phs of

da

ily dis

charg

e valu

es fo

r C

anadia

n R

iver

at

Brid

ge

po

rt,

Okla

hom

a,

wate

r years

1

94

5-1

96

3 (s

tream

flow

unre

gula

ted).


07228500 CANADIAN RIVER AT BRIDGEPORT, OK--Continued



MONTH

OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYOUNE3ULYAUGUSTSI I 1 1 1 MRF.H

ANNUAL

MAXIMUM(CFS)

40315303773534751910101024402210500

1040?41

509

MINIMUM(CFS)

7.018162337512113133.20.141.1

70

MEAN(CFS)

9320210213222235429572044998

10049

235

STAN DARD

DEVIATION(CFS)

1394029610314045428273255414325366

133


1.52.00.940.780.631.30.951.01.21.52.51.3

0.57

PERCENT OF

ANNUALRUNOFF

3.37.23.64.77.912.610.525.615.93.53.61.7

100



137

14306090120183



250%

3.94.24.76.28.8

15223350

520%

0.000.000.000.851.36.09.3

1322

1010%

0.000.000.000.000.323.35.18.1

15

205%

0.000.000.000.000.081.92.95.2

10



2 50%

5 20%

10 10%

254%

502%

1001%

15600 29300 43000


67600 92600 125000


PERIOD (CON-

TIVEDAYS)

137

15306090


250%

104006040325017401090702539

520%

17800101005490300018901200901

1010%

238001320072103970250015701160

254%

327001740096005330333020501500


502%

4030020800115006430399024201750

1001%

4870024500136007600468028002010



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3430 732 405 296 233 150 92 59 38 24 16 7.5 3.2 0.01 0.00 0.00 0.00

164

O)

en

Ld

C

L

Ld

L

d

LJ.

O CD ID

O Ld

O

Kf

Q O

in4

O

IUL

J CO

10s 10°

< 5 101

to Q

20-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STA

TIO

N N

UM

BER

07228500

STR

EAM

FLO

W R

EGU

LATE

D

OC

T N

OV

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

7

2.

Du

rati

on

h

yd

rog

rap

hs

of

dai

ly

dis

char

ge

valu

es

for

Can

adia

n

Riv

er

at

Bri

dg

ep

ort

, O

klah

om

a,

wate

r y

ea

rs

1976-1

984

(str

eam

flo

w

reg

ula

ted

).


07229100 CANADIAN RIVER NEAR NOBLE, OK

LOCATION. Lat 35°04'55", long 97"22'52", in N 1/2 sec.14, T.7 N. f R.2 W., McClain county, on right bank 80 ft upstream from the Atchison, Topeka, and Santa Fe Railway Co. bridge, 3.6 mi upstream from Chouteau Creek, 3.8 mi south of Noble, and at mile 190.8.


PERIOD OF RECORD. October 1959 to Dune 1961 (published as "at Purcell"), October 1963 to September 1975 (discontinued).

REMARKS.--Flow regulated since 1964 by Lake Meredith in Texas. Extreme low flow sustained by sewage from city of Norman.



MONTH


ANNUAL

MAXIMUM(CFS)

3261820580593989

28502210300024209744831250

1030

MINIMUM(CFS)

4.28.8

122117372015252.69.19.1

77

MEAN(CFS)

148349164178267562453723672136114271

336

STAN DARD

DEVIATION(CFS)

124516168161250824598902713272155346

288


0.841.51.00.900.941.51.31.21.12.01.41.3

0.86

PERCENT OF

ANNUALRUNOFF

3.78.64.14.46.613.911.217.916.73.42.86.7

100



137

14306090120183



250%

2.52.62.83.77.0

18365899

520%

1.01.11.22.03.68.2

132547

1010%

0.620.640.721.42.75.67.9

1631

205%

0.390.400.451.02.24.15.2

1021



2 50%

5 20%

10 10%

254%

502%

1001%

15600 23600 29800

STATION SKEW = O.J77

38700 46200 54500



137

15306090


250%

80004680253015301030690562

520%

14300867045902780201014201130

1010%

194001230063903840293021201670

254%

267001810092205450449033002600

502%

3280023400118006870600044203510

1001%

3950029800148008480785057904630



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4880 1410 701 437 303 184 122 80 49 28 12 5.7 4.0 2.2 0.99 0.61 0.28

166

O)

-g

1C

f

o

o Ld Ld

C

L

Ld

10* 10s

o CD

O z o

o:

< o

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

itf 101 itf

STAT

ION

NU

MB

ER

072

2910

0

STR

EA

MFL

OW

REG

ULA

TED

1 "

. '

N,

* :*

A r

>.

' ':

' *

." :

i

_

^W

.^

V>

r\.A

!

\j »_

,., .§»i

v\

i\, -in

i »11 i)

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

73. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es f

or

Can

adia

n R

iver

nea

r N

ob

le,

Okl

aho

ma,

wa

ter

year

s 1

96

7-1

97

5

(str

eam

flo

w r

eg

ula

ted

).


07229300 WALNUT CREEK AT PURCELL, OK

LOCATION.--Lat 34 0 59'56", long 97°22'00", NW 1/4 NW 1/4 sec.13, T.6 N., R.2 W., McClain County, Hydrologic Unit 11090202, on downstream side of right bank pier of bridge on U.S. Highway 77, at south edge of Purcell, and at mile 1.0.


PERIOD OF RECORD.--Water years 1951-55, 1958-65 (occasional low-flow measurements). October 1965 to current year.



MONTH

OCTOBERNOVEMBERDECEMBER3ANUAHYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

140018784476819317959935527661305

153

MINIMUM(CFS)

0.302.82.63.91.73.37.55.15.91.00.240.28

12

MEAN(CFS)

10532202228455613889331936

52

STAN DARD

DEVIATION(CFS)

31643191321504816298642073

40


3.01.40.920.600.731.10.861.21.11.91.12.1

0.77

PERCENT OF

ANNUALRUNOFF

16.85.13.33.64.57.29.1

22.214.35.43.05.7

100



137

14306090120183



250%

0.710.750.901.02.14.17.19.7

14

520%

0.010.090.130.250.541.22.13.04.9

1010%

0.000.000.000.120.260.571.01.52.8

PERCENT

205%

0.000.000.000.060.140.310.540.781.7



250%

5 20%

10 10%

254%

50 2%

1001%

7260 15800 24700 40900 57600 79400



DISCHARGE, IN CFS, FOR INDICATEDPERIOD (CON SECU TIVE DAYS)

RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,

2 50%

5 20%

10 10%

254%

YEARS, AND IN PERCENT

502%

1001%

137

15306090

2280103054131919012497

582025201270718412256196

10100426020601130636378289

188007820358018801030579444

2880011900520026501430765591

4300017600740036301930987769



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

660 127 70 50 40 27 19 15 11 6.6 3.8 0.99 0.38 0.19 0.05 0.00 0.00

168

CD

CD

Q

Z o Ld

C

L b m =>

o Ld

O X o

10*

1Cf

I 10

°

10"

10"

I I

I I

I

20-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STA

TIO

N N

UM

BE

R 0

7229300

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

7

4.

Du

ratio

n hydro

gra

phs

of

da

ily

dis

ch

arg

e valu

es fo

r W

aln

ut

Cre

ek

at

Pe

rce

ll,

Ok

lah

om

a,

wate

r years

1966-1

984 (s

tre

am

flo

w u

nre

gu

late

d).


07230000 LITTLE RIVER BELOW LAKE THUNDERBIRD NEAR NORMAN, OK

LOCATION.--Lat 35°13'18", long 97°12'49", In NE 1/4 SE 1/4 sec.29, T.9 N., R.I E., Cleveland County, Hydrologlc Unit, 11090203, at right bank of outlet channel, 170 ft upstream from State Highway 9, 1,200 ft downstream from Lake Thunderblrd, 1.0 ml upstream from Prairie Creek, 13.0 ml east of Norman, and at mile 96.2.


PERIOD OF RECORD.--October 1952 to current year. Prior to October 1964, published as Little River below Hog Creek near Norman.

REMARKS.--Flow regulated by Lake Thunderblrd since March 1965. In prior years, occasional small diversions above station for Irrigation.



MONTH


ANNUAL

MAXIMUM(CFS)

2861129193

14290

222116078126741187

200

MINIMUM(CFS)

0.040.551.32.21.92.36.39.52.30.260.000.00

12

MEAN(CFS)

60212318242769

213132611343

59

STAN DARD

DEVIATION(CFS)

98333026392863333232981362

57


1.61.51.31.41.61.10.911.61.81.61.01.4

0.97

PERCENT OF

ANNUALRUNOFF

8.53.03.32.63.43.89.730.218.88.61.86.1

100



13714306090120183



250%

0.750.951.31.82.36.07.27.7

14

520%

0.000.000.070.150.311.01.11.73.1

1010%

0.000.000.000.010.020.090.150.701.3

PERCENT

205%

0.000.000.000.000.000.000.000.320.62



250%

520%

10 10%

254%

502%

1001%

5720 10600 15300 23500


31600 42000



13715306090


250%

2460131063135820812292

520%

511026201240732445265204

1010%

8100401018801130711435336

254%

141006660303018901240793615

502%

2090095204240270018401220944

1001%

304001340058403790267018401430



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

1030 154 67 33 20 12 7.8 5.5 3.1 1.8 0.54 0.24 0.08 0.04 0.02 0.00

170

Q

104

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

23

00

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

7

5.

Du

rati

on

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

valu

es

for

Lit

tle R

iver

Bel

ow

L

ake

Th

un

der

bir

d

nea

r N

orm

an,

Okl

aho

ma,

w

ate

r years

1956-1

964 (

stre

amfl

ow

u

nre

gu

late

d).


07230000 LITTLE RIVER BELOW LAKE THUNDERBIRD NEAR NORMAN, OK--Contlnued



MONTH


MAXIMUM(CFS)

251626625095147162267512109374.7

MINIMUM(CFS)

0.160.180.130.170.180.180.180.160.150.120.190.20

MEAN(CFS)

19434.73.0

1324273772132.30.71

STAN DARDDEVIATION(CFS)

601411411J1465472

138308.30.95


3.23.33.13.82.41.92.01.91.92.33.51.3

PERCENTF OF

ANNUALRUNOFF

7.216.51.81.25.09.5

10.314.328.05.00.90.3

ANNUAL 96 0.22 21 32 1.5 100



137

14306090120183

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AMD


250%

0.360.370.370.370.390.400.420.430.44

520%

0.230.230.240.240.260.260.270.280.29

1010%

0.160.160.170.180.200.210.220.230.24

205%

0.120.120.130.140.150.160.170.180.19



2 50%

520%

10 10%

254%

502%

1001%

205 782 1360


2200 2860 3510


PERIOD (CON-SECUTIVE

DAYS)

137

15306090


250%

242016129.26.85.6

520%

3543192671981338463

1010%

142013801200870559327236

254%

6180600051004320268014601010


502%

15800157001400012300751039202660

1001%

367003500032300320001920096706450


DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCF.NT OF TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

527 164 1.0 0.83 0.72 0.63 0.55 0.50 0.45 0.41 0.33 0.21 0.18 0.12 0.11 0.10 0.10

172

IU

0

3

§

ltf

O LJ

(/) B

10*h- LJ a

10'

CO O uT

10°

o o: 1C <->

-ioo

10

Q

m""

2

z 1

I I

f I

II

11

I

\ -

I 2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

72

30

00

0

I""

tin

DirD

r^irkiT

irvr^

irirn

A M

r*ir D

D^D

AD

I..

....

.. ijg

rc.K

Cc.

Ni

LX

CL

tDA

NC

t P

RO

BA

c*! L

ITY

S

TRE

AM

FLO

W R

EG

ULA

TED

= 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

=- ~ _ i

:; ;;

.:

; "-

:j ::

' ' -

::

:

,J

,,

'

I,

\ !

- :!

:' ::

:: ::

} »

-

.;

.;

j »

;j \,

", \

;"

* ,

>t

%L-

: :

I: :

::' $5

? i:

:: =i

!i S

j

A

*"*

/

1

fl/

V.

ifl

1 1 ;

L- ^ - :

?

_

;i »«

j

« *-

*"*

* * ~

**

t **

» **

*

** ..

* ii

' '

' '. '<!

« ','

' ' '

" £

,* .'!

».' .'

i

'I.

_

% j

i

s

- *

- ;

5 :

: ':

$ r

f

'

"

* L-

*

;>

:

i;

1 -ill

L.

' *

" "t

i t

J ',

, U

-

L i

il 1:

L

_ |

:

S -

: '.'

-*

,t :

i: I

' !«

* <*

"~

' !

! I

-1

1

! I

1%

:!

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

7

6.

Du

rati

on

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

valu

es f

or

Lit

tle R

iver

Bel

ow

L

ake

Th

un

der

bir

d

near

No

rman

, O

klah

om

a, w

ate

r ye

ars

1966-1

984 (

stre

amfl

ow

reg

ula

ted

).


07230500 LITTLE RIVER NEAR TECUMSEH, OK

LOCATION.--Lat 35"10'25", long 96 0 55'50", near northwest corner sec.18, T.8 N., R.4 E., Pottawatomie County, Hydrologlc Unit 11090203, on downstream side of center pier of bridge on U.S. Highway 177, 1.5 mi downstream from Dance Creek, 5.0 mi south of Tecumseh, and at mile 77.2.



REMARKS.-- Flow regulated or diverted since 1965 by Lake Thunderbird, 19.2 mi upstream.



MONTH


MAXIMUM(CFS)

729179189243380913130019401320589232880

MINIMUM(CFS)

0.000.893.54.32.96.3

21266.80.190.000.00

MEAN(CFS)

964451447713021450533414037

108


178545757

10320130949439617850

211


1.81.21.11.31.31.51.40.981.21.31.32.0

PERCENTF OF

ANNUALRUNOFF

5.42.52.92.54.37.312.028.418.87.92.16.1

ANNUAL 449 29 149 116 0.78 100



13714306090120183



250%

2.22.52.83.85.8

11141829

520%

0.000.000.000.000.641.22.14.07.4

1010%

0.000.000.000.000.000.180.451.63.2

205%

0.000.000.000.000.000.000.000.701.5



2 50%

520%

10 10%

254%

50 2%

1001%

9080 16600 24100 37300 50700


67900


PERIOD (CON SECUTIVE 2 DAYS) 50%


5 10 2520% 10% 4%


50 100 2% 1%

13715306090

560031901660950576363289

109006250313017601110717577

1610089704380242015801040833

250001330062603400230015601240

337001720078804230294020401600

445002180097005140366026202020



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

2970 463 205 123 83 50 34 23 16 9.8 5.4 2.0 0.10 0.04 0.02 0.01 0.00

174

cn

o z:

o to o:

ui

o_ o

m z>

o Ld

O o:

< 1C o

10*

*

1Cf

1Cf

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

........ 5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

i i i

STA

TIO

N N

UM

BE

R 0

72

30

50

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

XT

...^

..:

Vs'

: *

* ,

V ' .

;..;

../V

. .V

"\..

;'v '

' ''

' \

'*'"-

.-V/A

.>

-V^

'' "r

A

% 'V

v/'N

<l/i

/ S

^'^

\ N

*

|VM

i ,-

M

u' V

^'

\ "

\ '

i ;l

'

lu!/

" A

n

A i

:"4

': i

\« '

'

" fl 11 (i (1 11 '' "

L

H n n

a 11

(i ti

n 11

ti ti

ii n

n n

II H n n

OC

T N

OV

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AUG

SE

PT

Fig

ure

7

7.

Du

ratio

n

hyd

rog

rap

hs

of

da

ily dis

charg

e valu

es fo

r Little

Riv

er

near

Te

cu

mse

h,

Okl

ahom

a,

wate

r ye

ars

1946-1

964 (s

tream

flow

u

nre

gu

late

d).


07230500 LITTLE RIVER NEAR TECUMSEH, OK Continued



MONTH


MAXIMUM(CFS)

89862811313*183*9*629587635160116*77

MINIMUM(CFS)

0.012.32.12.72.1**.55.69.35.51.*0.000.22

MEAN(CFS)

109972333*5811201981773218**


22116*293556118133190225**29107


2.01.71.31.11.31.51.10.961.31.*1.62.*

PERCENTIF OF

ANNUALRUNOFF

11.210.02.33.3*.68.312.320.318.23.31.8*.5

ANNUAL 253 9.3 81 6* 0.78 100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-8*

PERIOD(CON-

TIVEDAYS)

137

1*306090120183



250%

0.000.000.000.160.932.95.37.3

13

520%

D.OO0.000.000.000.070.711.22.3*.2

1010%

0.000.000.000.000.000.300.**1.22.3

205%

0.000.000.000.000.000.1*0.180.651.*



250%

520%

10 10%

25*%

502%

1001%

5030 7050 8*80


moo 11900 13*00

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-8*

PERIOD(CON-

TIVEDAYS)

137

15306090

DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN

EXCEEDANCE PROBABILITY,

250%

332017009255*8356223167

520%

*98028501530939663**2339

1010%

56503*7018*01170880610*70

25*%

6160*09021301*2011508*0666

INDICATED YEARS, AND

IN PERCENT

502%

6390**502280157013*01020818

1001%

6530*7*02390170015301200975

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-8*


1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1250 *16 191 87 *8 23 15 9.8 6.2 3.7 2.2 0.*2 0.01 0.00 0.00 0.00 0.00

176

Q -z. O

10*

10s

P

102

LJ

LJ

DD

O LJ

O I 10

-'Q

10r-

2 !

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07230500

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

7

8.

Du

ratio

n h

ydro

gra

ph

s o

f daily

dis

charg

e va

lue

s fo

r L

ittle

R

iver

near

Te

cum

seh

, O

kla

ho

ma

, w

ate

r ye

ars

1966-1

984 (s

tre

am

flo

w re

gula

ted).


07231000 LITTLE RIVER NEAR SASAKWA, OK

LOCATION.--Lat 34'59 I 02", long 96"33'01", NE 1/4 sec.22, T.6 N., R.7 E., Semlnole County, Hydrologlc Unit 11090203, near left abutment on downstream side of county road bridge, 2.8 ml northwest of Sasakwa, 8.7 ml downstream from Salt Creek, and at mile 24.1.


PERIOD OF RECORD.--September 1942 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS.--Flow regulated by Lake Thunderblrd 72.3 ml upstream since March 1965.



MONTH


ANNUAL

MAXIMUM(CFS)

2100735938725

12403080336046303670230015201120

1110

MINIMUM(CFS)

0.003.31.92.39.7

143397162.70.380.00

50

MEAN(CFS)

283150162124199375577

1390848420160218

410

STAN DARD

DEVIATION(CFS)

53920822619129665181012901110590329349

293


1.91.41.41.51.51.71.40.931.31.42.11.6

0.72

PERCENT OF

ANNUALRUNOFF

5.83.13.32.54.17.611.828.317.38.63.34.4

100



137

14306090120183



250%

2.93.44.16.2

1125344167

520%

0.040.150.430.631.64.34.68.4

16

1010%

0.000.000.000.000.060.200.903.17.0

205%

0.000.000.000.000.000.000.011.33.3



2 50%

520%

10 10%

254%

502%

100 1%

13000 25200 35700 51800 65900 81800





520%

10 10%

254%

502%

1001%

11500 21400 28600 38300 45600 5310037

15306090

89005000275016601060834

1640090605030315020301620

22100122006850435028202240

30000165009460609039603120

362001990011600755049003840

428002350013900913059304590



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

6860 1900 697 382 248 131 83 56 38 25 13 5.2 1.3 0.07 0.04 0.02 0.00

178

1C?

-

CD

§

104

o (S)

C£

Ld

Q_

Ld o CD Z> o Ld

O o: x

o

1Cf

10'

10°

5

ID'1

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STA

TIO

N N

UM

BE

R 0

72

31

00

0

ST

RE

AM

FLO

W U

NR

EG

ULA

TE

D

E 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

79. D

ura

tion hydro

gra

phs o

f d

aily

d

isch

arg

e valu

es fo

r L

ittle

R

iver

near

Sasakw

a,

Okl

ahom

a,

wate

r ye

ars

1

94

6-1

96

4 (

stre

am

flow

unre

gula

ted).


07231000 LITTLE RIVER NEAR SASAKWA, OK--Continued


MOUTH





0.000.010.301.71.8 7 A

173111 2.0

ANNUAL 629 19

2892938786

1852573576314967623

239

6094381531062733343526406019436

192

163

2.11.51.81.21.51. 30.991.01.21.21.52.1

0.68

10.110.23.03.06.49.012.422.017.22.60.83.3

100



13714306090120183

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YLARS, AMD


250%

0.000.000.030.160.512.95.0

1134

520%

0.000.000.000.000.030.340.441.66.0

1010%

0.000.000.000.000.000.000.080.422.3

PERCENT

205%

0.000.000.000.000.000.000.000.000.96

MAGNMUOE AND PROBABILITY OF INSHNTANEOUS PEAK FLOW IJA5I.O ON 20 YLARS Of RECORD

DISCHAKGI , IN CFS, FOR ItlDtCARD RECURRENCE INTERVALIN VURS, Ann EXCFFDANCE PROBABILITY, IN PERCENT3

50%5

20*10 10%

?54%

50 2%

100 1%

6650 10400 I2900

SIM rotl SKFW - -1.135

15800 17900 19800



137

15306090

DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL , TN FXCEFDANCE PROBABILITY,

250%

56704510313019701250765590

520%

9350746047402820198013201020

1010%

1120088805290307023001 5901250

254%

129001010056303200256018401470


502%

139001080057603250268019801600

1001%

146001120058203270276020801700


DISCHARGE, 111 CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 93% 99% 99.5% 99.9%

3740 II50 598 356 217 96 50 30 18 6.8 2.2 0.30 0.01 0.00 0.00 0.00 0.00

180

1C

f E

00

§

10*

o a: LJ

Q.

t hi o

m Z> o LJ

O O

10s

1Cf 1tf 10"'

10r-

2

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

...

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

72

31

00

0

STR

EA

M F

LOW

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

8

0.

Du

ratio

n h

yd

rog

rap

hs

of

daily

d

isch

arg

e valu

es fo

r L

ittle

R

iver

ne

ar

Sa

sa

kw

a,

Okl

ahom

a,

wate

r ye

ars

1966-1

984 (s

tre

am

flo

w re

gu

late

d).


07231500 CANADIAN RIVER AT CALVIN, OK

LOCATION.--Lat 34°58'32", long 96°14'24", In NE 1/4- SW 1/4- sec.22, T.6 N., R.10 E., Hughes County, Hydrologlc Unit 11090202, near left bank on downstream side of pier of bridge on old U.S. Highway 75, 0.5 ml northeast of Calvin, 2.A ml upstream from Shawnee Creek, 8.5 ml downstream from Little River, and at mile 93.9.


PERIOD OF RECORD.--January 1905 to December 1908 {gage heights and discharge measurements only except for period Duly 1905 to December 1906), October 1938 to September 1942, Duly 1944 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected In this vicinity since 1904 are contained In reports of National Weather Service.

REMARKS.--Flow regulated since 1964 by Lake Meredith In Texas.


MONTHLY AND ANNUAL MEAN DISCHARGES 1906, 1939-42, 1945-63

MONTH


ANNUAL

MAXIMUM (CFS)

2150053203730278044208000148001620015400967084006470

5510

MINIMUM (CFS)

0.101021164459463766518160.00

393

MEAN (CFS)

21207997475858621170240049404000226013601670

1910

STAN DARD COEFFI-


4460 2.111909556901040168033704740 (3990229019002120

.5

.3

.2

.2

.4

.4).96.0.0.4.3

1310 0.68

PERCENT OF

ANNUAL RUNOFE

9.33.53.32.63.85.1

10.521.617.59.95.97.3

100

MAGNITUDE AND PROBABILITY OF ANNUM. LOW FLOW BASED ON PERIOD OF RECORD 1940-42, 1946-63


137

14306090120183

DISCHARGERECURRENCE

, IN CIS,INILHVAL

f-OR INDICATED, IN YEARS,

NON-LXCFEDANC1 PROBABILITY, IN

250%

1719233153

112167230419

520*

1.21.52.02.93.3

192953

108

1010*

0.000.000.000.000.345.59.0

2249

ANDPERCENT

205%

0.000.000.000.000.000.203.1

1025



2 50%

520%

10 10%

254%

502%

100 1%

68800 112000 143000 186000 220000 255000


MAGNITUPr AND PROBABILITY Of ANNUAI H1CII HOW BASED ON PL'RIOD Ol Kl CORD 1906, 1939-42, 1945-6


137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURREIICL INTERVAL, IN YEARS, ADDEXCEI DANCL PROBABILITY

250%

44100297001830011100707046403690

520%

712004690030200187001270085506780

1010%

89900586003880024300173001 1 8009250

254%

114000734005000032 1 00240001670012800

, IN PERCENT

502%

1 3 1 90084300586003S200296002080015800

1001%

14980095000674004470035700255001 9000

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1906, 1939-42, 1945-63

DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PFRCFNT 01 TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5* 99.9%

27500 9610 4460 2690 1830 916 543 344 225 138 71 25 8.9 0.75 0.07 0.03 0.01

182

oo CO

10°

10s

10'

105

o z

o CO a:

LJ

o_ LJ

u. o m r>

o LJ

o Q: o VI

,^°

a

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

10 10,-1

r^

w

STAT

ION

NU

MB

ER

072

3150

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

^

UV

v>

M

VW

~

^

j\;V

\ :V

: ,

^ J

Vtf'

"*

^

». ...

...."

-

%" "

v- '

"-v

i\

fv; \

, '\

.;-. *

-.

: .

--

..

V- "

-.

' v~

-

', ,

I\A

'

\' V

^ .

;"..

..-

.; -

.

/

"..

.-

/ ,-

/\

IV

'\

x .

rx

,S/M

M

\

/V/A

AJ

\-'

-x r

\ ^^ /^

J ^

-/\

f\

'*

v

'v*

V v

v r

' v

r Nf

rrj

v^M

'ti

^-

v M

^i

A I

I "iv

'

niv\

« i

in

xi \

' J

*i

OC

T N

OV

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

81.-

-Du

rati

on

h

yd

rog

rap

hs

o

f d

aily

d

isc

ha

rge

v

alu

es

fo

r C

anid

ian

R

iver

at

C

alvi

n,

Okl

aho

ma,

w

ate

r years

1945-1

963 (s

tream

flo

w

un

reg

ula

ted

).


07231500 CANADIAN RIVER AT CALVIN, OK--Continued


MONTH



DtVIA- CILNT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) AT ION RUNOFF


OCIOliFR NOVLMHI If 1)1 Ct MBI R .'1ANUAIIY I I DRDARY MARCH APRIL MAY 3UNE .'JU1 Y AUGUST SLPTLMHLR

ANNUAL

7SIO 1)160 2240 1770 3320 61 30

9560 6070 2? 9076?

2360

0.803.87.817?321 111 19534110.07 0.60

2560 184

117010404264578161190148028302040444169456

1040

21401460555424941142014802450174057518666!

671

1.81.41.30.931.21.21.00.860.861.31.11.5

0.64

9.48.33.43.66.59.511.822.616.33.51.43.6

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASLD ON PERIOD OF RLCORD 1965-84


137

14306090120183


NON-CXCEEDANCE PROBARILITY, IN PERCENT

250%

2.12.95.19.2

206086134258

520%

0.000.000.481.64.19.1

193275

1010%

0.000.000.000.461.32.37.3

1337

205%

0.000.000.000.000.000.622.95.8

20

MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASI 1) ON 21 YEARS OF RLCORD

DISCHARGI , IN CIS, FOR INIJICATLD RFCURRENCE INTERVAL IN YIARS, AND FXC1 FDANCL PROBABILITY, IN PERCENT

50%5

20%254%

502%

1001%

41400 70200 92300 123000 149000 176000

STATION SKFW = -1.016

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLDW RASED ON PERIOD OF RECORD 1964-84

PERIOD (CON-SECU-1 IVFDAYS)

137

15306090


i.

50%

2720018800118007170465030902)40

520%

47500305001780010800744050803880

1010%

59600364002060012500885061504770

254%

727004210023100140001020072205730

502%

808004520024300147001090078306330

1001%

878004760025200152001140083206830



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

14100 4590 2440 1560 1060 582 367 244 153 82 36 12 3.8 0.42 0.04 0.02 0.00

184

Co

01

O

O LJ CO LJ

Q_

LJ O CD ID

O z »

LJ

O X

O

CO Q

1C?

104

10s

10°

10'

10°

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

072

3150

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

8

2.

Du

ratio

n h

ydro

gra

phs

of

da

ily

dis

ch

arg

e va

lues

for

Canid

ian

Riv

er

at

Ca

lvin

, O

klahom

a,

wa

ter

years

1966-1

984 (s

tre

am

flo

w re

gu

late

d).


07232000 GAINES CREEK NEAR KREBS, OK

LOCATION.-- Lat 34°58'46", long 95°37'18", in SW 1/4 NE 1/4 sec.21, T.6 N., R.16 F, on downstream side of right pier of abandoned county road bridge, 0.8 rni upstream from Nutter Creek and 6.5 ml northeast of Krebs.


PERIOD OF RECORD. October 1942 to September 1963.



MONTH


ANNUAL

MAXIMUM(CFS)

218022002780mo267045604930546041003160709

2890

1430

MINIMUM(CFS)

0.000.001.34.0

192728983.10.650.000.00

83

MEAN(CFS)

1953094033377469119991470608415100295

564

STAN DARD

DEVIATION(CFS)

481601688383791101012001470974755187643

347


2.51.91.71.11.11.11.2,1.01.61.81.92.2

0.61

PERCENT OF

ANNUALRUNOFF

2.94.65.95.011.013.414.721.69.06.11.54.4

100

MAGNITUDE AND PROBABILITY OF ANNUAL. LOW FLOW BASED ON PERIOD OF RECORD 1944-63


137

14306090120183

DISCHARGE, IN CIS, \ OR INDICATED RECURRENCE INTERVAL, TN Yl ARS, AND

NON-EXCEFDAMQ PROBABILITY, IN

250%

0.000.000.100.361.56.?

102475

520%

0.000.000.000.000.000.220.583.2

15

1010%

0.000.000.000.000.000.000.000.805.5

PERCENT

205%

0.000.000.000.000.000.000 . 000.002.?



250%

520%

10 10%

254%

502%

1001%

12200 23300 33700 51200


68100 88900




2 550% 20%


10 2510% 4%

INDICATED YLARS, AND IN PERCENT

50 100 2% 1%

10700 19300 27300 41000 54200 7050037

15306090

904060403540226015501250

16100104DO5800382026602160

?2200136007330491034202770

31800179009230629043503510

403002130010610732050204030

503002490011950832056604520



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

9160 3240 1360 619 342 155 84 44 23 11 3.0 0.49 0.08 0.03 0.02 0.01 0.00

186

00

1Cf

9

104

O

O

Ui

Ui

Q. t

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

t- 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

B 1°°

O

CD o

101

L^ £

10°o 5

10~'

10"

» :'

-.>

-.

I J

>&

v ;

"* .* '

V /

_, -f

\ _

_\. /

STAT

ION

NU

MB

ER

07232000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

83

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

d

isc

ha

rge

val

ues

fo

r G

ain

es

Cre

ek

n

ear

Kre

bs,

Okl

aho

ma,

w

ate

r y

ea

rs

1945-1

963

(str

eam

flo

w

un

reg

ula

ted

).


07232500 BEAVER RIVER NEAR GUYMON, OK (Headwater of the North Canadian River)

LOCATION.--Lat 36°43'24", long 10r29'30", NW 1/4 SW 1/4 sec.18, T.3 N., R.15 E., Texas County, Hydrologlc Unit 11100101, near center of span on downstream side of pier of bridge on U.S. Highway 64 at Dry Sand Draw, 1.2 ml upstream from Goff Creek, 2.5 mi north of Guymon, and at mile 650.7.

DRAINAGE AREA.--2,139 mi 2 , which includes that of Dry Sand Draw and of which 964 ml 2 is probably noncontrlbuting.

PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to October 1970, published as North Canadian River near Guymon.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNLJULYAUGUSTSEPTEMBER

MAXIMUM(CFS)

2268914131526

330418370270296826

MINIMUM(CFS)

0.000.000.000.000.000.750.170.500.000.000.000.00

MEAN(CFS)

146.96.27.08.08.5

184448373339


40133.43.33.64.4

4981786355

136

:OEFFI-CIENT OFVARIATION

3.01.90.560.470.450.512.81.91.61.71.73.5

PERCENTOF

ANNUALRUNOFF

5.02.62.32.63.03.26.616.418.013.712.314.4

4NNUAL 138 0.51 22 24 1.1 100



137

14306090120183



250%

0.000.000.000.050.240.811.62.64.4

520%

0.000.000.000.000.000.000.180.521.4

1010%

0.000.000.000.000.000.000.000.000.61

PERCENT

205%

0.000.000.000.000.000.000.000.000.14



250%

520%

10 10%

254%

50 2%

1001%

5230 16500 28200 47600 65100 84800

OKLAHOMA WLIGHTEf) SKEW = -0.491



137

15306090


250%

1170520255134794937

520%

3680160076839422113097

1010%

597026401280657363213158

254%

9220423020901090601356264

502%

11700554027901490819491367

1001%

142006920356419401072653491



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

312 27 16 12 10 7.5 6.1 4.6 3.1 1.5 0.53 0.01 0.00 0.00 0.00 0.00 0.00

188

00

CD

0

o LJ

if)

LJ O m

ID

o LJ

O

10s

102

t 10'

LJ

Kf

o

10"

Q

10k-2

T I I I I

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

BO

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STAT

ION

NU

MB

ER

07232500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

8

4.

Du

ratio

n

hyd

rog

rap

hs

of

daily

dis

charg

e va

lue

s fo

r B

ea

ve

r R

ive

r n

ea

r Q

uym

on,

Okl

ahom

a,

wate

r years

1946-1

984 (s

tream

flow

u

nre

gu

late

d).


07233000 COLDWATER CREEK NEAR HARDESTY, OK

LOCATION.--Lat 36°38'38", long 10ri2'38" f in NW 1/4 NE 1/4 sec.15, T.2 N., R.17 E., on downstream side of piling near center of bridge on State Highway 3, 2.0 ml northwest of Hardesty and at mile 5.7.


PERIOD OF RECORD.--dune 1939 to September 1964.



MONTH


MAXIMUM(CFS)

625229.4

11101422336380353121226

MINIMUM(CFS)

0.000.000.000.001.62.11.90.830.000.000.000.00

MEAN(CFS)

303.33.74.85.66.26.0

3632321511

STAN DARD

DEVIATION(CFS)

1254.52.52.72.43.24.17677703245


4.21.40.690.570.420.510.672.12.42.22.23.9

PERCENTOF

ANNUALRUNOFF

16.21.82.02.63.13.43.2

19.217.417.08.06.2

ANNUAL 95 1.4 16 21 1.4 100



137

14306090120183



250%

0.000.000.000.000.000.000.241.342.5

520%

0.000.000.000.000.000.000.000.080.98

1010%

0.000.000.000.000.000.000.000.000.52

205%

0.000.000.000.000.000.000.000.000.19



250%

520%

10 10%

254%

50 2%

100 1%

2530 7990 13800 23500


32400 42800



137

15306090


250%

65029914172412720

520%

22009994842491378260

1010%

40321820905478260154109

254%

751233701730960523308215

502%

11100495026101510828490339

1001%

156006940376022701258751517


DISCHARGE, IN CFS, WHICH WAS EQUALED OH EXCEEDED FOR INDICATED PERCENT OF TIME

5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

175 22 12 8.7 7.1 5.4 4.1 2.8 1.5 0.09 0.06 0.03 0.02 0.01 0.00 0.00 0.00

190

CD

Q

Z o

o Ld

CO a: Ld

CL

Ld

Ld

Lu

O m ID

O Ld

O a: o

(/) Q

102

10'

10°

U

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

23

30

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

DEC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

85

. D

ura

tio

n h

yd

rog

rap

hs

of

daily

dis

charg

e va

lue

s fo

r C

old

wa

ter

Cre

ek

near

Hard

esty

, O

klahom

a,

wate

r ye

ars

1946-1

964 (s

tre

am

flo

w unre

gula

ted).


07234000 BEAVER RIVER AT BEAVER, OK (Headwater of the North Canadian River)

LOCATION.--Lat 36°49 I 20", long 100 0 31'05", SW 1/4 sec.7, T.4 N., R.24 E., Beaver County, Hydrologic Unit 11100201, near right bank on downstream side of pier of bridge on U.S. Highway 270 at Beaver, 1.5 mi downstream from Home Creek, 5 mi upstream from Clear Creek, and at mile 576.0.


PERIOD OF RECORD.--March 1904 to December 1905 (gage heights only), October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as Beaver Creek at Beaver 1904-5, and October 1937 to September 1970 as North Canadian River at Beaver.

REMARKS.--Flow regulated since 1978 by Optima Lake.



MONTH


ANNUAL

MAXIMUM(CFS)

2850618809681

361615

2920223019201060993

361

MINIMUM(CFS)

0.000.000.000.000.000.000.000.520.960.000.000.00

7.2

MEAN(CFS)

12733182529406425929215599

109

105

STAN DARD

DEVIATION(CFS)

46310421201958

115558427318190260

100


3.73.11.10.790.651.51.82.21.52.11.92.4

0.96

PERCENT OF

ANNUALRUNOFF

10.12.71.52.02.33.25.1

20.723.312.47.98.7

100


PERIOD(CON- SFrii-*JC^U

TIVEDAYS)

137

14306090120183



250%

0.000.000.000.000.000.142.04.9

15

520%

0.000.000.000.000.000.000.000.002.2

1010%

0.000.000.000.000.000.000.000.000.24

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

50 2%

100 1%

7640 17700 26900 41000 53400 67300



PERIOD (CON-SECU- TIVE 2 DAYS) 50%


520%

10 10%

254%

502%

100 1%

137

15306090

377021301120658402251189

9350532028201630994619455

1410082504560264016101010735

209001280075904450270017201240

2630016800105006250379024401760

3180021200142008510516033602430



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2020 289 116 73 51 31 20 12 4.2 0.23 0.01 0.00 0.00 0.00 0.00 0.00 0.00

192

10*

E

CO

CO

Q Z o1C

f ;

....

£ 1tf

UJ bf |

10'O uT

10

Uo o: 22

10

"Q

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

23

40

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

8

6.

Du

ratio

n

hydro

gra

phs

of

daily

dis

charg

e va

lue

s fo

r B

ea

ver

Riv

er

at

Be

ave

r,

Okl

ahom

a,

wate

r ye

ars

1

93

9-1

97

7 (s

tream

flow

u

nre

gu

late

d).


0723*100 CLEAR CREEK NEAR ELMWOOD, OK

LOCATION.--Lat 36°38'*2", long 100°30'07", SW 1/* SW 1/* sec.8, T.2 N., R.2* E., Beaver County, Hydrologic Unit 11100201, on downstream side of right pile bent of county road bridge, 1,000 ft downstream from small irrigation dam, 2.8 mi northeast of Elmwood, and at mile 16.9.



REMARKS.--Small diversions for irrigation above station.



MONTH


ANNUAL

MAXIMUM(CFS)

193783.73.33.*

22178.7

12362793*

26

MINIMUM(CFS)

1.21.61.71.51.71.71.51.20.920.910.620.31

1.7

MEAN(CFS)

126.52.72.62.63.73.*3.9

1*8.0

1*5.5

6.6

STAN DARD

DEVIATION(CFS)

**170.590.5*0.*7*.53.62.*

30172*9.2

6.5


3.72.70.220.210.181.21.10.622.12.21.71.7

0.99

PERCENTOF

ANNUALRUNOFF

15.28.23.33.33.3*.7*.3*.9

18.210.117.67.0

100



137

1*306090120183



250%

0.*70.600.670.780.961.21.*1.71.7

520%

0.090.160.230.350.6*0.850.961.21.*

1010%

0.000.000.090.200.500.710.790.981.*

205%

0.000.000.000.12O.*10.610.680.851.*



2 50%

520%

10 10%

25*%

502%

1001%

888 5780 1*000 33*00 56500

OKLAHOMA WEIGHTED SKEW = -0.**6

88*00




2 50%

215

5 20%

1010%

25*%

502%

1001%

1100 2*60 5520 9115 1*10037

15306090

10*502817118.9

*5519810255312*

92939620010556*1

191061**1521210978

298D1282666337171120

*39019201020516259180



1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3* 5.1 3.7 3.5 3.3 2.9 2.5 2.3 2.1 1.f 1.5 1.1 0.77 0.** 0.18 0.10 0.01

194

CD cn

Q O

&3 <£ LJ te o CD

O LJ

O

D

C O 5

1Cf

r

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

072

3410

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

JDL

i-

-1 «

*Si

-rr

r f

»

-*T i

r

T -

I l>

II

H

I ,

I I

J I

I I

V

«

Ml

i '

ll"

l« I

t

1'/

H in

! '

if> i'

i i

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

87. D

ura

tio

n

hyd

rog

rap

hs

of

daily d

isc

ha

rge

va

lues

fo

r C

lea

r C

ree

k

nea

r E

lmw

oo

d,

Okl

aho

ma,

wate

r y

ea

rs 1966-1

984 (

str

ea

mfl

ow

u

nre

gu

late

d).


07234500 BEAVER RIVER NEAR FORT SUPPLY, OK (Headwater of the North Canadian River)

LOCATION.--Lat 36°35'30", long 99°35'30", in NE 1/4 NE 1/4 sec.6, T.24 N., R.22 E., at bridge on State Highway 35, 1.5 ml northwest of Fort Supply, 8.1 mi upstream from Wolf Creek, and at mile 495.8.

DRAINAGE AREA.--9,615 ml2 , of which 4,547 mi 2 is probably noncontributing.








ANNUAL

19503671361311862126641390931320018501010

0.000.000.000.000.000.000.0012140.290.000.00

562 25

2786037415471

168358378405211203

189

60611649425065

206443289867499351

156

2.22.01.31.00.930.911.21.20.772.12.41.7

0.83

12.3 2.6 1.6 1,8 2.4 3.27.415.816.717.99.39.0

100



13714306090

120183



250%

0.000.000.000.000.002.65.96.8

21

520%

0.000.000.000.000.000.000.000.251.5

1010%

0.000.000.000.000.000.000.000.000.09

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

50 2%

1001%

9630 19400 27800 40500 51400 63600




137

15306090


250%

6040369020801250789501387

520%

1310081104740292017801120859

1010%

190001180070804540269016701270

254%

2760017300106007260417025101890

502%

3470021800137009830551032502420

1001%

42300267001700012900707040803010



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3670 652 298 190 135 78 47 26 12 4.4 0.09 0.04 0.02 0.01 0.00 0.00 0.00

196

/6L


(QC n CD

0000

o o * c -^03 D)

£3CD (Q

O_. *

<O Q.*. D)ro =;

01 w'O O

=CD CD

3 <

(O CDC CDST j» S. <CD CDQ. "

CD

CD 0) -1 n o

COc o

-0 "0n n no o on n nz z zH H H

53 53 53 000n m n n m no o oz z z000n m nTJ "D "D

000 CD CD CD

as

r-rTrmri i-t-H-mri


07236000 WOLF CREEK NEAR FARGO, OK

LOCATION.--Lat 36°23'57", long 99°37'22", In SE 1/4- NE 1/4- sec.11, T.22 N., R.23 W., Ellis County, near right bank ondownstream side of pier of county road bridge, 800 ft downstream from Boggy Creek, 1.2 ml downstream from SixteenMile Creek, 1.5 mi north of Fargo, and at mile 18.7.

DRAINAGE AREA.--1,624- mi 2 , of which 258 mi 2 Is probably noncontributlng.

PERIOD OF RECORD.--October 194-2 to September 1976 (discontinued). Monthly discharge only for some periods, published In WSP 1311.



MONTH


ANNUAL

MAXIMUM(CFS)

2651607575

10186

280121018201230633299

272

MINIMUM(CFS)

0.000.202.79.2

111816193.70.270.000.00

18

MEAN(CFS)

42323336454964-158159804835

65

STAN DARD

DEVIATION(CFS)

62281613191958

274^32521110959

61


1.50.890.480.360.430.380.911.72.02.62.21.7

0.93

PERCENT OF

ANNUALRUNOFF

5.4^4.04.24.65.76.38.2

20.220.4^10.26.24^.5

100



137

14306090

120183



250%

0.820.981.21.62.99.5

151724

520%

0.000.000.000.000.001.33.25.0

11

1010%

0.000.000.000.000.000.050.732.06.1

205%

0.000.000.000.000.000.000.000.843.6

MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 34- YEARS OF RECORD


250%

5 20%

10 10%

254*

50 2%

1001%

3470 9290 15^00 26^00


37200 50500



13715306090


250%

13407013742171439983

520%

384020101040587372245192

1010%

6840375019301090677437330

25W

129007700400022901380881638

502%

1970012600670038802290H501020

1001%

2910020100108006410372023601620



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

718 H6 79 52 36 31 25 18 11 2.3 0.11 0.04 0.02 0.01 0.00

198

CD

CD

Q "Z. a

o LJ to a: LJ

LJ

104

E

10s ,

102

I 101

O [j

10°

o a: 1 10

-'Q

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

23

60

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

89. D

ura

tio

n

hyd

rog

rap

hs

of

dally

dis

ch

arg

e

va

lue

s

for

Wo

lf C

ree

k

near

Fa

rgo

, O

kla

ho

ma,

wate

r years

1

94

8-1

97

6

(str

ea

mfl

ow

u

nre

gu

late

d).


07237000 WOLF CREEK NEAR FORT SUPPLY, OK

LOCATION.--Lat 36°34'00", long 99°33'05", SE 1/4 SE 1/4 sec.9, T.24 N., R.22 W., Woodward County, Hydrologic Unit11100203, near left bank on downstream side of pier of bridge on U.S. Highway 270, 1.0 ml southeast of Fort Supply,1.6 ml downstream from Fort Supply Dam, and at mile 3.9.

DRAINAGE AREA.--1,739 ml 2 , of which 241 ml 2 Is probably noncontrlbuting.

PERIOD OF RECORD.--October 1937 to current year. Prior to October 1, 1941, published as "Near Supply".

REMARKS.--Flow completely regulated since May 1942 by Fort Supply Lake.



MONTH


MAXIMUM(CFS)

2721608097

152103251993102010207181060

MINIMUM(CFS)

0.000.070.350.200.100.000.502.00.500.390.000.00

MEAN(CFS)

35202531414056

134133773535


67302323312860

224250194113162

^EFFICIENT OFVARIATION

1.91.50.920.750.750.711.11.71.92.53.34.7

PERCENTOF

ANNUALRUNOFF

5.33.03.74.66.26.08.5

20.320.111.75.25.2

ANNUAL 288 3.6 55 61 1.1 100



137

14306090120183



250%

0.290.360.440.500.601.22.33.46.3

520%

0.000.000.000.130.330.390.670.911.5

1010%

0.000.000.000.000.140.220.360.460.72

205%

0.000.000.000.000.000.140.220.270.37



250%

520%

1010%

254%

502%

1001%

720 1820 2810


4340 5650 7070



137

15306090


250%

67257138924716011087

520%

17401460988633402271209

1010%

2700229015901050681458348

254%

41603580262018101240837623


502%

539047103590259018701260928

1001%

6710597047603590273018601350



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1070 206 98 62 50 31 17 4.1 2.1 1.4 0.99 0.60 0.34 0.03 0.01 0.01 0.00

200

ro

o

10*

Q Z

O10

*

Ld

0

- tJ

1Cf

bf o m

=)

o LJ

O o

10' 1Cf1

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07237000

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

9

0.

Du

ratio

n h

ydro

gra

ph

s o

f daily

dis

charg

e va

lue

s fo

r W

olf

Cre

ek

near

Fort

S

upply

, O

klahom

a,

wa

ter

years

1946-1

984 (s

tream

flow

re

gu

late

d).


07237500 NORTH CANADIAN RIVER AT WOODWARD, OK

LOCATION.--Lat 36*26'18", long 99*16'40", SE 1/4 SE 1/4 sec.25, T.23 N., R.20 W., Woodward County, Hydrologic Unit 11100301, near right bank on downstream side of pier of bridge on State Highway 15, 200 ft downstream from The Atchlson, Topeka and Santa Fe Railway Co. bridge, 6.0 mi east of Woodward, 7.2 mi upstream from Indian Creek, 27.5 mi downstream from Wolf Creek, and at mile 460.2.


PERIOD OF RECORD.--October 1903 to September 1905 (gage heights only), October 1905 to Dune 1906, October 1938 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as Canadian River (North Fork) near Woodward 1903-6. Gage-height records collected In this vicinity since 1919 are contained in reports of National Weather Service.

REMARKS.--Some regulation since May 1942 by Fort Supply Lake, and since 1978 by Optima Lake.



MONTH


ANNUAL

MAXIMUM(CFS)

2720656277200366576

103039102350329026502240

790

MINIMUM(CFS)

0.000.000.000.000.001.11.44.56.30.160.000.00

20

MEAN(CFS)

20972566689115186455517307162122

197

STAN DARD

DEVIATION(CFS)

555146675674114256798661587428363

199


2.72.11.20.850.830.991.41.81.31.92.63.0

1.0

PERCENT OF

ANNUALRUNOFF

8.93.02.42.83.84.97.919.322.013.06.95.2

100



137

14306090120183



250%

0.000.000.000.010.603.89.8

1531

520%

0.000.000.000.000.000.090.671.53.3

1010%

0.000.000.000.000.000.000.000.000.63

PERCENT

205%

0.000.000.000.000.000.000.000.000.09



250%

520%

10 10%

254%

50 2%

1001%

4460 11000 17600 29200 40400 54200




137

15306090


250%

296021201350861577381301

520%

78905480340021801450972756

1010%

13300919057003690244016701280

254%

2360016200102006680438030802330

502%

3440023700151009980650046903510

1001%

48300335002170014500937069405130



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3290 788 341 219 158 100 65 40 19 7.6 1.9 0.01 0.00 0.00 0.00 0.00 0.00

202

o CO

9

104

1Cf

o

o ui ui

a. t ui u. o CD Z) o

z UI I

10°O Q

10"

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

ST

AT

ION

NU

MB

ER

07

23

75

00

ST

RE

AM

FLO

W U

NR

EG

ULA

TE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

91

. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

char

ge

valu

es f

or

No

rth

Can

adia

n

Riv

er

at W

oo

dw

ard

, O

klah

om

a, w

ate

r ye

ars

19

39

-19

77

(s

tre

am

flo

w u

nre

gu

late

d).


07238000 NORTH CANADIAN RIVER NEAR SEILING, OK

LOCATION.--Lat 36*11'06", long 98°55'15", In NW 1/4 sec.28, T.20 N., R.16 W., Major County, Hydrologlc Unit 11100301, near center of span on downstream side of pier of bridge on U.S. Highway 60, 2.0 ml upstream from Selling Creek, 2.2 mi north of Selling, 2.8 ml downstream from Deep Creek, and at mile 422.6.

DRAINAGE AREA.--12,261 mi 2 , of which 4,847 ml 2 is probably noncontributing.


REMARKS.--Some regulation since 1942 by Fort Supply Lake; flow regulated since 1978 by Optima Lake.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILHAYJUNFJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

2120569245238455718

117037202570305026502310

801

MINIMUM(CFS)

0.000.000.000.000.000.000.00141.80.000.000.00

14

MEAN(CFS)

143806477

118153190552548341195142

218

STAN DARD

DEVIATION(CFS)

3951406462

103150232868730630486410

216


2.81.71.00.810.870.981.21.61.31.82.52.9

0.99

PERCENT OF

ANNUALRUNOFF

5.53.12.52.94.55.97.3

21.221.113.17.55.5

100



13714306090120183



250%

0.000.000.000.000.494.69.3

1733

520%

0.000.000.000.000.000.000.000.124.0

1010%

0.000.000.000.000.000.000.000.000.00

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

50 2%

1001%

4520 9310 13900 21700 29300 38500





5 20%

10 10%

254%

50 2%

1001%

137

15306090

281019701310889611428337

636046103080213014701080836

10300766051203540242018001390

181001380092306350424032102470

2670020800139009470618047403630

38500307002040013800878067905180



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3250 946 405 260 190 122 55 32 16 2.0 0.01 0.00 0.00 0.00 0.00 0.00

204

o

01

Q Z

O CO LJ

Q_

LJ

LJ

U.

O CO

ID

O LJ

O o

10* 10' 10° 10"

10"

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07238000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SE

PT

Fig

ure

9

2.

Du

rati

on

hyd

rog

rap

hs

of

dai

ly d

isch

arg

e va

lues

fo

r N

ort

h

Can

adia

n

Riv

er

nea

r S

eilin

g,

Okl

aho

ma,

w

ate

r years

1

94

9-1

97

7

(str

ea

mfl

ow

u

nre

gu

late

d).


07239000 NORTH CANADIAN RIVER AT CANTON, OK

LOCATION.--Lat 36°04'45", long 98°35'25", In NE 1/4 SW 1/4 sec.33, T.19 N. f R.13 W., Blaine County, Hydrologlc Unit 11100301, on right bank 2,700 ft downstream from Canton Dam, 1.5 ml northwest of Canton, 4.8 ml upstream from Mlnnehaha Creek, and at mile 393.8.

DRAINAGE AREA.--12,484 ml2 , of which 4,883 ml 2 Is probably noncontrlbuting.

PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311. Gage-height records collected In this vicinity since 1914 are contained in reports of National Weather Service.

REMARKS.--Flow partly regulated by Fort Supply Lake for period May 1942 to April 1948 and completely regulated thereafter by Canton Lake.

STREAMFLO* UNREGULATED


MONTH


MAXIMUM(CFS)

2740658394270232428105018201660743315561

MINIMUM(CFS)

0.000.000.000.000.000.000.00

17376.40.000.00

MEAN(CFS)

59715296959213343062659023180

142

STAN DARD

DEVIATION(CFS)

9792481359666120372709495265116209


1.61.61.41.00.710.900.861.10.841.21.51.5

PERCENTOF

ANNUALRUNOFF

18.34.73.02.92.84.113.219.218.17.12.44.3

ANNUAL 595 53 273 199 0.73 100



137

14306090120183



250%

0.000.000.000.000.002.8

111936

520%

0.000.000.000.000.000.200.411.86.3

1010%

0.000.000.000.000.000.000.000.000.00

PERCENT

205%

0.000.000.000.000.000.000.000.000.00

MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD'


2 50%

520%

10 10%

254%

50 2%

100 1%

7990 13800 18700 25900 32100 39100




137

15306090


250%

55503610241015901090692581

520%

12500785050803220216013701100

1010%

184001160074804560295018701450

254%

2690017500113006480397025101850

502%

3380022700147008060474029702110

1001%

4110028500187009740549034202350



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4040 1090 609 376 274 173 103 61 33 9.9 0.18 0.09 0.05 0.02 0.01 0.00 0.00

206

O

O UJ

CO Del

UJ

CL

UJ

LJ

U_

O m ID o UJ o o Q

1Cf r

10*

103

10*

10'

10°

5

10-'

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07239000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

93. D

ura

tio

n h

ydro

gra

ph

s of

dai

ly d

isch

arg

e va

lues

fo

r N

ort

h C

anad

ian

R

iver

at

Can

ton

, O

klah

om

a, w

ate

r y

ea

rs

19

39

-19

47

(st

ream

flo

w u

nre

gu

late

d).


07239000 NORTH CANADIAN RIVER AT CANTON, OK--Continued




hMONTH


ANNUAL

1AXIMUM (CFS)

116055856628440644268311903260278027102880

782

MINIMUM (CFS)

0.000.000.000.000.720.350.592.55.32.10.340.34

40

MEAN (CFS)

10070574873

114151198406275188187

156

TION (CFS)

2171481116992126173276742547483488

168

VARI ATION

2.22.11.91.41.21.11.11.41.82.02.62.6

1.1

ANNUAL RUNOFF

5.43.73.12.63.96.18.1

10.621.714.710.110.0

100



13714306090120183



250%

2.42.72.93.63.95.07.2

1123

520%

0.971.21.31.31.51.92.43.25.7

1010%

0.480.520.560.640.721.21.41.72.5

205%

0.000.000.000.190.320.860.900.991.3


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND CXCEEDANCE PROBABILITY, IN PERCENT

250%

520%

10 10%

254%

502%

100 1%

1280 1870 2410


3310 4170 5240




2 50%

5 20%

10 10%

254%

502%

100 1%

137

15306090

115011101020800511326256

167016301500128092865952D

215021101980177014DO1070848

2970293028302670238019901580

3750373036903600351031302490

4720470046004400420040003890



1% 5% 10% 15% 20% 30% 4D% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2630 916 458 209 131 44 18 9.0 6.1 4.7 3.3 2.5 1.4 0.24 0.07 0.03 0.01

208

O

CD

10*

P

Q

O

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

- 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

23

90

00

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

94. D

ura

tion hyd

rogra

phs

of

daily

dis

charg

e va

lue

s fo

r N

ort

h C

anadia

n

Riv

er

at

Ca

nto

n,

Okl

ahom

a,

wa

ter

years

1956-1

984 (s

tre

am

flow

re

gu

late

d).


07239500 NORTH CANADIAN RIVER NEAR EL RENO, OK

LOCATION.--Lat 35°33'44", long 97°57'32", on east line of sec.32, T.13 N. ( R.7 W., Canadian County, Hydrologic Unit 11100301, near left bank on downstream side of pier of bridge on old U.S. Highway 81, 2.0 ml north of courthouse in El Reno, 2.2 mi downstream from Target Creek, and at mile 307.4.

DRAINAGE AREA.--13,042 mi2 of which 4,899 mi 2 is probably noncontributing.

PERIOD OF RECORD.--October 1902 to April 1908, October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected at site 1.0 mi upstream March 1914 to March 1934 and at present site thereafter are contained in reports of National Weather Service. Published as Canadian River (North Fork) near El Reno 1902-4.

REMARKS.--Some regulation by Fort Supply Lake for period May 1942 to April 1948 and regulated by Canton Lake thereafter.




STAN DARD




ANNUAL

24608156425414844801450197016501420599420

0.000.000.000.000.000.00

242180180.140.00

631 62

357155130121131184417650524332144125

273

666248181142122157392631394376178158

163

1.91.61.41.20.930.850.940.970.751.11.21.3

0.59

10.94.84.03.74.05.6

12.719.916.010.24.43.8

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOI) OF RECORD 1904-07, 19J9-47


13714306090120183




2 550% 20%

0.00 0.000.00 0.000.00 0.000.32 0.002.6 0.00

11 0.0019 1.335 2.849 8.5

1010%

0.000.000.000.000.000.000.100.191.9

, ANDPERCENT

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

1010%

254%

502%

1001%

4770 7200 9050 11700 13800 16200




13715306090


250%

36702560188013301020715620

520%

6230471035502450177012201000

1010%

8290646049603380233015601210

254%

11300901071204770306019601420

502%

139001120090005965363022401550

1001%

16800i*3*1 1 Tt«!(7300421025101650



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3220 1050 625 465 359 234 149 104 61 32 9.8 0.08 0.04 0.02 0.01 0.00 0.00

210

1C

f

§

104

o LJ

CL

LJ

103

O m z> O LJ g

itf

o g

ID-

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07239500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

95

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es f

or

No

rth

Can

adia

n R

iver

nea

r E

l R

eno

, O

klah

om

a, w

ate

r years

1939-1

947 (

stre

amfl

ow

un

reg

ula

ted

).


07239500 NORTH CANADIAN RIVER NEAR EL RENO, OK--Continued



MONTH


MAXIMUM(CFS)

125088448933655142075616203120260024602790

MINIMUM(CFS)

0.000.000.000.000.000.000.007.30.170.730.000.00

MEAN(CFS)

14998666288

142184349432283182193

STAN DARD

DEVIATION(CFS)

2651809577

109131178374706503440470


1.81.81.41.21.20.920.971.11.51.82.42.4

PERCENTOF

ANNUALRUNOFF

6.54.32.92.73.96.28.1

15.321.212.48.08.5

ANNUAL 307 32 190 169 0.89 100



137

14306090

120183



250%

0.000.000.420.883.3

11192754

520%

0.000.000.000.000.001.62.54.7

15

1010%

0.000.000.000.000.000.190.401.25.9

PERCENT

205%

0.000.000.000.000.000.000.000.212.1



2 50%

520%

10 10%

254%

502%

100 1%

2930 5180 7040


9820 12200 14900



137

15306090


250%

229016901200873576376302

520%

40002820186014401080797643

1010%

5370372024201940153012601020

254%

7380504032702760246021601760


502%

9060616040303520335031602580

1001%

10900740049004440415038003710



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2690 956 526 305 193 105 61 35 22 13 6.2 0.29 0.01 0.00 0.00 0.00 0.00

212

ro CO

Q Z

O ct: a. h- o

m ID

O UJ o X o

1Cf

*

10* 1C? 101

10°

l/J

.--I

5

10 10"

I I I I I

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

T

it11

JL - J

>

,

STAT

ION

NU

MB

ER

07

23

95

00

STR

EA

MFL

OW

RE

GU

LATE

D

"^j i

i =

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

96

. D

ura

tio

n hyd

rogra

phs

of

daily

d

isch

arg

e v

alu

es

for

No

rth

Canadia

n R

ive

r n

ea

r E

l R

eno,

O

kla

ho

ma

, w

ate

r ye

ars

1956-1

984 (s

tre

am

flo

w re

gu

late

d).


07241000 NORTH CANADIAN RIVER BELOW LAKE OVERHOLSER NEAR OKLAHOMA CITY, OK

LOCATION. --Lat 35°28'46", long 97°39'47", in southeast corner of SW 1/4 sec. 30, T.12 N. , R.4 W., Oklahoma County, Hydrologic Unit 11100301, on left bank 200 ft upstream from bridge on State Highway 4, 0.5 mi downstream from Lake Overholser, 2.4 mi upstream from Mustang Creek, 9.1 mi southwest of State Capitol in Oklahoma City, and at mile 281.0.

DRAINAGE AREA. --1 3,222 mi 2 of which 4,899 mi 2 is probably noncontributing.

PERIOD OF RECORD. --October 1952 to September 1968, October 1969 to September 1972, October 1973 to current year.

REMARKS. --Flow regulated since 1919 by Lake Overholser. Diversions above station into Lake Overholser and Lake Hefner Canal.


MONTHLY AND ANNUAL MEAN DISCHARGES 1953-68, 1970-72, 1974-84


IMONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

14301490148259489341278115021801750884568

488

MINIMUM (CFS)

0.000.000.020.050.060.000.030.450.010.040.000.00

0.42

MEAN (CFS)

1258729315664671942961386873

102

TION (CFS)

2852754555

1149994

301442338185135

122

VARI ATION

2.33.21.61.82.01.51.41.51.52.42.71.8

1.2

ANNUAL RUNOFF

10.27.12.32.54.65.25.5

15.824.111.25.55.9

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1954-68, 1971-72, 1975-84


137

14306090120183

DISCHARGE, IN CFS, FOR INDICATED RECURRENCL INTERVAL, IN YLAHS, AND

NON-EXCELDANCL PROBABILITY, IN PERCENT

250%

0.590.710.911.21.52.64.65.4

12

520%

0.070.140.200.250.540.870.961.22.0

1010%

0.000.000.000.000.000.000.100.220.61

205%

0.000.000.000.000.000.000.010.040.12



2 50%

520%

10 10%

254%

50 2%

1001%

2280 6470 11100


19800 28800 40200

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1953-68, 1970-72, 1974-84


137

15306090


250%

1290917598384254163123

520%

40903300222014801010644485

1010%

673056803810259017801150865

254%

10600929061404260296019401450

502%

138001220079605600390025801940

1001%

169001520097506950484032502440

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1953-68, 1970-72, 1974-84


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1700 537 247 139 80 23 7.9 4.6 3.1 2.1 1.3 0.12 0.03 0.01 0.01 0.00 0.00

214

cn

Q

Z o a CO LJ

LJ

U.

CD

O z «LJ

O

10

*

1C? id"

^

-i5Q

10

a

10

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STAT

ION

NU

MBE

R 0

7241

000

STR

EAM

FLO

W R

EGU

LATE

D

v.«

.» .-

- w

*:

"

,

a*'

; V"

.

«1'V

*« p, '

7i r«rn

i i

*"

H'ir

ir1'"'"

*i

'»in

ii

j 'I

'j1

'?

» ,'i

" "

'uM

|!!»

iiii

lu

J« >

Jl._

___ J

w'L

__ _

_ J

Ij

1 lj

« 1-JtlL

Jt J

l_lJl-

I I'

I

« It.

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

97

. D

ura

tio

n h

ydro

gra

ph

s of

dai

ly d

isch

arg

e va

lues

fo

r N

ort

h C

anad

ian

Riv

er

bel

ow

L

ake

Ove

rho

lser

nea

r O

klah

om

a C

ity,

Okl

aho

ma,

wa

ter

ye

ars

1954-1

968,

19

70

-19

72

, 1974-1

984

(str

eam

flo

w re

gu

late

d).


07241500 NORTH CANADIAN RIVER NEAT OKLAHOMA CITY, OK

LOCATION.--Lat 35 0 29'40", long 97°25'40", on north line of sec.29, T.12 N., R.2 W., near right bank on downstream side of pier of bridge on U.S. Highway 62, 4.5 ml east of State Capitol In Oklahoma City, 5.0 ml upstream from Crutcho Creek, and at mile 261.2.


PLHIOI) OF RECORD.--October 1938 to September 1953, October 1959 to Oune 1961.

REMARKS.--Flow regulated since 1919 by Lake Overholser.




STAN DARD



ocronruNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPKILMAYJUNE3ULYAUGUSTSEPTEMBER

ANNUAL

26601110454305695480184024703690274025302880

953

242321213019443737493530

56

554191141126155214494824943480280297

392

8253101371051711505587961180682634724

285

1.51.60.970.831.10.701.1 0.971.2 1.42.32.4

0.73

11.84.13.02.73.34.610.517.520.110.26.06.3

100



137

14306090120183



250%

272830333745536080

520%

202223252629303337

1010%

161920222324242523

205%

141718192021212223



2 50%

520%

10 10%

254%

50 2%

1001%

5990 10000 15800


30100 49800 83400



137

15306090


250%

49203800272019101360915744

520%

7670668051903790284021101670

1010%

9750876069505140400031502450

254%

127001150091806880557047403580

IN PERCENT

502%

1500013600108008140678060804510

1001%

1760015700123009360802075505490



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4280 2310 951 572 411 230 131 73 54 43 36 28 24 21 19 18 16

216

a:

LJ

a. o

m o LJ

o

a:

10s

=

Q O

-iff

O

IU

LJ

10s

3Z

^X1

o

10

5

10°

102

=

T I I I I

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I i i

STAT

ION

NU

MB

ER

072

4150

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

98. D

ura

tion

hyd

rogra

phs

of

daily

dis

charg

e v

alu

es

for

No

rth

Ca

na

dia

n R

iver

ne

ar

Okl

ahom

a

City

, O

klahom

a,

wate

r ye

ars

1

94

6-1

95

3,1

96

0 (s

tream

flow

re

gu

late

d).


07241550 NORTH CANADIAN RIVER NEAR HARRAH, OK

LOCATION.--Lat 35 0 30'08", long 97°10'52", in SW 1/4 NE 1/4 sec.22, T.12 N., R.1 E., Oklahoma County, Hydrologic Unit 11100302, on upstream left end of bridge on access road to O.G.& E. power plant, 1.8 mi northwest of Harrah, 4.6 ml downstream from Choctaw Creek, and at mile 229.2.



REMARKS.--Flow regulated since 1919 by Lake Overholser. Low flow sustained in part by sewage effluent from Oklahoma City.



MONTH


ANNUAL

MAXIMUM(CFS)

17501630323433580875

135023101280835497399

644

MINIMUM(CFS)

715768586176778076885564

93

MEAN(CFS)

287288147155188272312740630265143174

300

STAN DARD

DEVIATION(CFS)

4163887598129217320609432220115111

168


1.51.30.510.630.680.801.00.820.680.830.800.64

0.56

PERCENT OF

ANNUALRUNOFF

8.08.04.14.35.27.68.7

20.617.57.44.04.8

100



137

14306090120183



250%

454852596884100110124

520%

363842475566727983

1010%

323438425059616771

205%

303136384753535964



250%

5 20%

10 10%

254%

502%

1001%

4200 7040 9550


13600 17300 21800



DISCHARGE., IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

5 20%

10 10%

254%

502%

1001%

137

15306090

3800303019501320921679547

6410546038302570177012701010

8210709052403490240016901350

10500907071104680322022201800

122001050085205570384026202140

138001170099406450445030002480



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2950 1120 689 459 329 217 159 126 104 86 73 62 56 49 45 41 32

218

ro

CD

10*

Q Z

O

1 1

I I

I

20

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

X

1Cf

LJ

LJ

U.

O

CD o

z Ld

O o

c/2 Q

I 10

2P

n *A

,

.'-. r

*.

: . .:v

0/"l|

?\lr's'

v"!:»

VU/'"

"xv.

v,,*

wvf

'V

. ;

;

' V

. ;

.'..,

£

'^

fc^

> ^

fi

; »

10'

ST

AT

ION

NU

MB

ER

07241550

ST

RE

AM

FLO

W R

EG

ULA

TED

v;

' 'il

."&

:

:- J^

^A

'i" ^

.".A

'-.rl

H

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AUG

SE

PT

Fig

ure

99. D

ura

tion h

ydro

gra

phs

of

daily

dis

charg

e v

alu

es

for

No

rth

Ca

na

dia

n R

iver

ne

ar

Harr

ah,

Okl

ahom

a,

wa

ter

yea

rs

1976-1

984 (

stre

am

flow

re

gu

late

d).


07242000 NORTH CANADIAN RIVER NEAR WETUMKA, OK

LOCATION.--Lat 35'15'47", long 96°12'25", in center of SW 1/4 sec.12, T.9 N., R.10 E., Hughes County, Hydrologlc Unit 11100302, on right downstream abutment of bridge on U.S. Highway 75, 2.3 ml upstream from Wewoka Creek, 2.5 ml northeast of Wetumka, and at mile 84.4,

DRAINAGE AREA.--14,290 ml 2 of which 4,899 ml 2 Is probably noncontrlbutlng.


REMARKS.--Flow regulated since 1919 by Lake Overholser.


MONTH


STAN DARD COEFFI-

DEVIA- CIENT OF MEAN TION VARI- (CFS) (CFS) ATION


PERCENTOF

ANNUAL RUNOFF


ANNUAL

438045801100112015803270664063006080323026703890

4.31744445744738573438.70.00

1810 156

62050929127039654692515601420642319384

658

1020841299245408617116014001450621465605

443

1.7 1.7 1.0 0.911.01.11.20.891.00.971.51.6

0.67

7.96.53.73.45.06.911.719.818.08.14.04.9

100



13714306090120183



250%

5357606782

108142159201

520%

242628334048576987

1010%

131516202529314255

205%

4.65.76.28.0

1114172638



2 550% 20%

10 10%

254%

502%

100 1%

11000 19100 26300 37900 48500 61100




137

15306090


250%

9130698047203100213014801200

520%

164001310089805830397027702220

1010%

2270018400125008020548038403060

254%

32800268001780011200770054104280


502%

41900342002230013800956067405320

1001%

525004280027300167001160082106450



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

7310 2820 1500 1010 726 461 307 217 160 117 60 42 23 14 0.08 0.02

220

ro

id1

P

Q

O a: Ld

Q_

Ld

10*

a irf

CD

O z tLd

O O

(O Q

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

24

20

00

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

100. D

ura

tion

h

ydro

gra

ph

s o

f daily

dis

cha

rge

valu

es

for

No

rth

Ca

na

dia

n R

ive

r n

ea

r W

etu

mka

, O

klahom

a,

wate

r ye

ars

1946-1

984 (

steam

flow

re

gula

ted).


07242350 DEEP FORK NEAR ARCADIA, OK

LOCATION.--Lat 35*38'58", long 97°21'12", on east line of NE 1/4 sec.36, T.14 N., R.2 W., Oklahoma County, Hydrologlc Unit 11100303, on left bank at upstream side of county road bridge, 1.9 ml southwest of Arcadia, 2.0 ml upstream from Coffee Creek, and at mile 213.1.






STAN DARD



OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER

ANNUAL

39929950

18311920510557823712483

200

126

1219141914262716289.5

113.7

36

70563249455859

172112533952

67

9771104526462615370332152

27

1.41.30.320.920.570.800.440.890.630.630.531.0

0.41

8.8 7.1 4.0 6.1 5.77.37.4

21.514.16.74.96.5

100



137

14306090

120183



250%

161718202225273037

520%

5.77.08.9

121619212227

1010%

1.72.54.69.01216181924

205%

0.000.792.26.69.6

13161721



250%

5 20%

10 10%

254%

50 2%

1001%

6330 10600 13900 18700


22600 26900



137

15306090


250%

26501220611360227153126

520%

505022101080620380238185

1010%

662028501380793483296222

254%

8450358017401000613370264


502%

9670408020001150707425294

1001%

10800452022201300799480321


DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PtRCtNT OF TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

822 168 91 66 52 41 34 30 27 24 21 16 11 7.3 5.5 3.2 1.3

222

CO

Q

"Z. a L

J in

3(n

'u

LJ

Q_

LJ

LJ |

10°

O LJ o

a:

<

n:

o CO

Q

10'

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07242350

STR

EA

MFL

OW

UN

RE

GU

LATE

D

V*

A

,\*A

x v\

»/i

1^1

»/\

\ \

I M

\*

N1A/

^!E

3 ii

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

101. D

ura

tion h

ydro

gra

ph

s o

f daily

dis

charg

e v

alu

es

for

Dee

p F

ork

n

ea

r A

rca

dia

, O

klahom

a,

wa

ter

years

1976-1

984 (s

tream

flow

unre

gula

ted).


07243000 DRY CREEK NEAR KENDRICK, OK

LOCATION.--Lat 35 e46'55", long 96 e 51'20", In NW 1/4 NW 1/4 sec.14, T.15 N., R.4 E., Lincoln County, Hydrologlc Unit 11100303, near left bank on downstream side of county road bridge, 1.0 ml downstream from Beaver Creek and 4.5 ml west of Kendrlck.

DRAINAGE AREA.--69.0 ml2 .




MONTH

OCTOBERNOVEMBERDECEMBERJANUARYHEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

13224735464414090

3012258123104

88

MINIMUM(CFS)

0.000.000.000.000.000.000.830.570.540.000.000.00

2.0

MEAN(CFS)

15187.38.9

1023266049133.3

18

21

STAN DARD

DEVIATION(CFS)

314711131335267663215.4

27

20


2.22.61.51.51.31.51.01.31.31.61.61.5

0.94

PERCENT F OF

ANNUALRUNOFF

5.87.32.93.54.19.210.323.919.65.21.37.0

100



137

14306090120183



250%

0.000.000.000.000.000.230.681.52.4

520%

0.000.000.000.000.000.000.040.150.32

1010%

0.000.000.000.000.000.000.000.000.10

205%

0.000.000.000.000.000.000.000.000.03



2 50%

5 20%

10 10%

254%

50 2%

100 1%

3440 6370 9090 13600


17900 23100



137

15306090


250%

1080471234126825039

520%

205089345925416110179

1010%

28401260661368230147112

254%

39901820983551335217163

502%

495023201280717428279208

1001%

599028801620912534349258



10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

420 55 22 14 9.3 5.0 2.9 1.7 0.85 0.33 0.01 0.00 0.00 0.00 0.00 0.00 0.00

224

ro

r\D

en

Q Z o Ld a.

Id o m r>

o LJ

O Q:

< o

\H Q

1C? 10* 101 10°

10~1 10c-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

07243000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

IM

l M

l r

"',

','"

J

-L

ill

If

._n

OC

T N

OV

D

EC

JAH

l FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

102. D

ura

tion hydro

gra

phs of

daily

d

isch

arg

e va

lues

for

Dry

C

reek

near

Kendrick,

Okl

ahom

a,

wa

ter

years

1956-1

984

(str

ea

mflo

w u

nre

gu

late

d).


07243500 DEEP FORK NEAR BEGGS, OK

LOCATION.--Lat 35°40'31", long 96°03'55", NW 1/4 SW 1/4 sec.20, T.14 N., R.12 E., Okmulgee County, Hydrologlc Unit 11100303, on right bank 1,000 ft downstream from county road bridge, 2.8 ml upstream from Adams Creek, 4.0 mi south of Beggs, 8.2 ml downstream from Flat Rock (Checkerboard) Creek, and at mile 84.8.

DRAINAGE AREA. 2,018 ml 2 .

PERIOD OF RECORD.--September 1938 to current year.

REMARKS.--Flow regulated since 1968 by numberous floodwater-retardlng structures.



MONTH


ANNUAL

MAXIMUM(CFS)

5460598012201190185044909520125008900395017701300

2450

MINIMUM(CFS)

0.000.000.517.7

209.6

37178595.73.30.00

114

MEAN(CFS)

613477252206309584

157023501820830276364

806

STAN DARD

DEVIATION(CFS)

13901140343286411890

216028502340975393423

602


2.32.41.41.41.31.51.41.21.31.21.41.2

0.75

PERCENTOF

ANNUALRUNOFF

6.34.92.62.13.26.016.324.418.98.62.93.8

100



13714306090120183


NON -EXCEEDANCE PROBABILITY, IN

250%

7.98.8

1014224472107142

520%

1.21.41.62.04.3

11151934

1010%

0.000.000.000.301.03.04.85.4

14

PERCENT

205%

0.000.000.000.000.000.000.961.66.3



250%

520%

10 10%

254%

502%

1001%

9440 22600 36900 63700 91900 129000



PERIOD (CON-

TIVEDAYS)

137

15306090


250%

9070833069704730299020101640

520%

2140018800151009850637042003340

1010%

34100292002270014500948061504740

254%

570004720035400220001450091906780


502%

8020064800473002890019100119008460

1001%

110000866006140036900245001500010300



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

11900 3790 2180 1260 702 333 194 124 81 51 28 13 5.1 0.20 0.05 0.03 0.00

226

Kf 10*

Q Z

O a to

£

103

Ld

L

d i 1*

o r 10

1L

d

O a: I Kf

Q

10rl

I

| I

I I

-20

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

--5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

--8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

72

43

50

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

03

. D

ura

tio

n

hy

dro

gra

ph

s

of

da

ily

d

isch

arg

e

va

lue

s

for

Dee

p

Fo

rk

near

Beg

gs,

O

klah

om

a,

wa

ter

ye

ars

1949-1

967

(str

eam

flo

w

un

reg

ula

ted

).


07243500 DEEP FORK NEAR BEGGS, OK--Contlnued



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYR.BRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTLMBER

ANNUAL

MAXIMUM(CFS)

4780839025901300255043904660509089908937941600

2240

MINIMUM(CFS)

182033344063641337377117.1

157

MEAN(CFS)

66190740628168489599517101960234122294

760

STAN DARD

DEVIATION(CFS)

123020106513287641120119014402200227190458

575


1.92.21.61.21.11.21.20.841.10.971.61.6

0.76

PERCENT OF

ANNUALRUNOFF

7.29.94.43.17.59.810.918.721.42.61.33.2

100


PERIOD(CON-

TIVEDAYS)

137

14306090120183



250%

1112131622344987168

520%

4.14.65.36.79.3

16203657

1010%

2.22.63.14.15.9

11132333

PERCENT

205%

1.31.61.92.74.08.29.3

1621



2 50%

520%

1010%

254%

502%

1001%

7600 14500 20900 31600 41800


54300


PERIOD(CON-

TIVEDAYS)

137

15306090



250%

7250690058204080294020701590

520%

1400013400115007930534035802710

1010%

20600196001690011400735047003520

254%

320003020025900171001040062104570

IN PERCENT

502%

433004050034600224001300074005360

1001%

574005320045300286001600086206160



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

7990 3720 2180 1380 878 420 236 151 99 63 40 23 15 8.2 5.2 3.7 2.1

228

rv>

rv>

CD

10s

Q 0

104

o

|UL

J o:

LJ

o_ LJ O m o

z*>

LJ

O a:

10*

5 10'

(/} Q

1C?

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

07243500

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

104. D

ura

tion

hydro

gra

phs

of

daily

d

isch

arg

e va

lue

s fo

r D

ee

p F

ork

near

Be

gg

s,

Okl

ah

om

a,

wate

r ye

ars

1976-1

984 (s

tre

am

flo

w re

gu

late

d).


07244000 DEEP FORK NEAR DEWAR, OK

LOCATION.--Lat 35"28 1 50", long 95°52'50", in SE 1/4 sec.25, T.12 N., R.13 E., at bridge on U.S. Highway 266, 3.2 mi upstream from Wolf Creek, 3.5 mi east of Dewar, and at mile 43.9.





MONTH


MAXIMUM(CFS)

691072501710126032005580

11800132007950503018501670

MINIMUM(CFS)

7.9179.6

12421575

327124752515

MEAN(CFS)

978902413274743

10602730387028501310419500

STAN DARD

DEVIATION(CFS)

2010199054532296915003440381026001640637605


2.12.21.31.21.31.41.30.990.911.21.51.2

PERCENTOF

ANNUALRUNOFF

6.15.62.61.74.66.617.024.117.88.22.63.1

ANNUAL 2870 125 1340 745 0.56 100



137

14306090

120183



250%

12121416285190129196

520%

5.05.66.68.6

1322294055

1010%

3.23.84.66.69.1

14162028

PERCENT

205%

2.22.83.45.46.6109.3

1116



250%

520%

10 10%

254%

50 2%

100 1%

11200 23700 35500 55400 74200 96800




13715306090


250%

1670015500135009580630043603640

520%

340003090025700176001170076305800

1010%

467004200033800228001510094306720

254%

6280056100434002870018800112007440

502%

7450066300500003270021200122007760

1001%

8570076000559003620023300130007960



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

17400 6350 3880 2570 1600 579 293 179 111 73 42 21 12 7.7 6.1 5.1

230

ro CO

Q

Z o

o LJ

10'

k1 10*

LJ

LJ

O

CD

^

O LJ

O

102

I 10'

Q

10°

-20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

24

40

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

v^'

\ k*

*'

1 V

i-X

'Mi

\s

\

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

10

5.

Du

rati

on

h

ydro

gra

ph

s o

f d

aily

dis

ch

arg

e

va

lue

s

for

Dee

p

Fo

rk

nea

r D

ew

ar,

O

kla

ho

ma

, w

ate

r y

ea

rs

1942-1

950 (s

tre

am

flo

w

un

reg

ula

ted

).


07245000 CANADIAN RIVER NEAR WHITEFIELD, OK

LOCATION.--Lat 35°15'50", long 95°14'21'', in SE 1/4 SE 1/4 sec.12, T.9 N., R.19 E., Haskell County, Hydrologic Unit 11090204, on left downstream bank at end of bridge on State Highway 2, 0.8 mi north of Whitefield, 5.5 mi upstream from Taleka (Snake) Creek, 8.2 mi downstream from Eufaula Dam, and at mile 18.8.

DRAINAGE AREA.--47,576 mi2 , of which 9,700 mi 2 is probably noncontributing.

PERIOD OF RECORD.--July 1938 to current year. Monthly discharge only for some periods, published in WSP 1311.

REMARKS.--Flow regulated since 1964 by Eufaula Lake.




STAN DARD




41200286001960092501470036700463004820042100304001270020000

ANNUAL 14200

2.256

1181092621522271870314151452.7

980

49303300289022903850559097001640011100623024503290

6000

946059204290238037807160119001400011200640029304360

3750

1.91.81.51.00.981.31.20.861.01.01.21.3

0.62

6.94.64.03.25.47.8

13.522.715.4 8.7 3.4 4.6

100



137

14306090

120183



250%

23824326129342467587610701600

520%

5861687393

143216313485

1010%

18202426314886

145236

205%

5.56.68.09.0

11173672124



2 50%

520%

10 10%

254%

50 2%

100 1%

104000 183000 244000 329000 399000 472000




137

15306090


250%

78400641004500029700201001410011800

520%

1450001190008330055200378002650021400

1010%

20000016600011500075700519003620028200

254%

283000236000161000105000721004980037100


502%

356000298000201000129000887006070043800

1001%

4370003680002440001560001060007230050400



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

69500 27500 14900 10000 7130 4000 2510 1610 1050 677 398 192 105 38 14 3.6 1.2

232

ro CO

CO

10

' F

Q R

105 t

10*

OH

LJ

CL

LJ

LJ

O CD ID

O LJ

O 5

itfc/2 Q

10*

101

20-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIU

TY

50-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIU

TY

STAT

ION

NU

MBE

R 0

7245

000

STR

EAM

FLO

W U

NR

EGU

LATE

D

[L

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

106. D

ura

tion

hydro

gra

phs o

f d

aily

dis

charg

e va

lue

s

for

Canadia

n

Riv

er

near

Wh

ite

fie

ld,

Okl

ahom

a,

wate

r ye

ars

1

94

5-1

96

3 (s

tre

am

flo

w u

nre

gu

late

d).


07245000 CANADIAN RIVER NEAR WHITEFIELD, OK Continued




MEAN (CFS)



112002190021900862013700178002160025700356001040055503490

ANNUAL 10600

3353

1661191272031833.

14993

252

98

210044003880282037604310465083308180396031401720

4270

23705540518025504120535055607630867025801400876

3010

1.1 1.3 1.3 0.901.11.21.20.921.10.650.450.51

0.71

4.18.67.65.57.38.49.116.216.07.76.13.4

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOD OF RECORD 1965-84


137

14306090120183




2 550% 20%

60 2885 33

201 61280 76477 119739 203908 3261150 4571800 691

1010%

131524304379

167251375

, ANDPERCENT

205%

6.06.69.0

13163189144213


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCF.EDANCE PROBABILITY, IN PERCENT

250%

520%

10 10%

25 4%

502%

100 1%

24400 38700 48900


62400 72800 83500



137

15306090


250%

2300022400196001780014100106008800

520%

39700392003590030500231001690014300

1010%

48300467004350035100261001880016200

254%

56200528004980038000278001980017200

502%

60400556005270039100284002010017600

1001%

63500575005460039600286002030017700



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

33700 17100 11200 8430 6760 4720 3300 2000 1020 551 204 85 55 24 8.< 4.6 1.5

234

1Cf

a

z o

o LJ </ )

a: LJ a.

ro CO en

O CD

Z

> O LJ

O a:

< o

i/2 Q

104

10s

1C?

10'

1III

I

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

i i

i i

STAT

ION

NU

MB

ER

07245000

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

107. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

va

lue

s

for

Can

ad

ian

R

iver

near

Wh

itefi

eld

, O

kla

ho

ma,

wate

r years

1

96

6-1

98

4 (s

tream

flo

w re

gu

late

d).


07245500 SALLISAW CREEK NEAR SALLISAW, OK

LOCATION.--Lat 35°27'52", long 94°51'43", In SW 1/4 sec.34, T.12 N., R.23 E., Sequoyah County, on downstream side of right pier of abandoned county road bridge, 300 ft upstream from U.S. Highway 64, 400 ft downstream from water- supply dam of city of Salllsaw, 3.5 ml west of Sallisaw, 5 ml upstream from Little Salllsaw Creek, and at mile 9.0.


PERIOD OF RECORD.--October 1942 to September 1976 (discontinued).

REMARKS. Flow regulated since 1964 by numerous floodwater-retardlng structures. Small diversion above station for municipal water supply of city of Sallisaw.

STREAHFLO* UNREGULATED


MONTH

OCTOBERNOVEMBERDECEMBERJANUARYH13RUAUYMARCHAPRILMAYDUNE3ULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

2317588565837191710198015101530458314231

565

MINIMUM(CFS)

0.030.001.52.0

141931676.80.230.200.00

36

MEAN(CFS)

401181391302433464055092691073537

198

STAN DARD

DEVIATION(CFS)

581902171552263604703833551336960

118


1.51.61.61.20.931.01.20.751.31.22.01.6

0.59

PERCENT OF

ANNUALRUNOFF

1.74.95.85.5

10.214.617.021.411.34.51.51.6

100



137

14306090120183



250%

1.71.92.42.93.95.98.7

1431

520%

0.430.440.450.450.640.841.53.07.6

1010%

0.000.000.000.000.000.180.521.13.2

205%

0.000.000.000.000.000.000.190.461.5



2 50%

520%

10 10%

254%

50 2%

100 1%

12700 28500 43900 70200 95300 126000




13715306090


250%

5400300017201020723526435

520%

105005630295016601190881729

1010%

1530080403990216015401140930

254%

234001200055602850202014801180

502%

312001580069403410240017501370

1001%

407002030085204020280020201550



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

0.012690 774 397 267 196 117 72 42 25 15 7.0 2.1 0.60 0.16 0.06 0.03

236

CO

10*

Q 0

Iff

O

IULu

lto L

d a. Ld

L

d u.

o

m o Ld

O 5 id*

CO

Q

101

10r1

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STA

TIO

N N

UM

BE

R 0

7245500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

ft'"1

t it

.1 t'

i

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SE

PT

Fig

ure

108. D

ura

tion h

yd

rog

rap

hs

of

da

ily d

isch

arg

e

valu

es fo

r S

alli

saw

R

ive

r near

Salli

saw

C

reek,

Okl

ahom

a,

wate

r ye

ars

1945-1

963 (s

tream

flow

unre

gula

ted).


07246500 ARKANSAS RIVER NEAR SALLISAW, OK

LOCATION.--Lat 35°20'58" long 94°46 I 16", in SE 1/4 SW 1/4 sec.9, T.10 N., R.24 E., Le Flore County, at downstream rightabutment of bridge on U.S. Highway 59, 0.4 ml downstream from Robert S. Kerr Lock and Dam, 7.5ml south of Salllsaw, and at mile 394.9.

DRAINAGE AREA.--147,757 ml 2 , of which 22,241 ml 2 Is probably noncontrlbuting.


REMARKS.--Flow regulated since 1954 by Fort Glbson Lake; further regulation since 1963 by Oolagah Resevolr, and since 1964 by Keystone Lake.



MONTH


ANNUAL

MAXIMUM(CFS)

158000758004330031200355006320089400192000207000769003320075300

51300

MINIMUM(CFS)

3961250170015902250232025507460641033502220628

5500

MEAN(CFS)

27000162001220096801200020100283005790041900330001390018700

24300

STAN DARD

DEVIATION(CFS)

45600220001330092301110018500267006320056400292001110020900

17300


1.71.31.10.950.930.920.941.11.30.880.801.1

0.71

PERCENTOF

ANNUALRUNOFF

9.35.64.23.34.16.99.719.914.411.34.86.4

100



137

14306090120183



250%

224025702990334039805240597064108620

520%

788870998111013001690208022703190

1010%

402439499560666873115012901830

205%

2152342642993664906878031140



2 50%

520%

10 10%

254%

50 2%

100 1%

170000 297000 406000 574000 724000 896000




137

15306090


250%

16300015000011900090100646004450037100

520%

2870002660002200001740001310009220077200

1010%

396000369000311000249000195000138000116000

254%

566000534000458000371000304000218000180000


502%

719000685000594000485000408000295000242000

1001%

899000864000757000619000536000391000317000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

215000 103000 58400 42600 33100 20700 14300 9970 6980 5110 3540 2070 1450 707 492 406 253

238

ro CO CD

Q

Z o Ld

Q

.

Ld o CD r>

o z I

LJ

O a: x

o

c/2 Q

iof

10?

a 10* 10

5

10*

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STA

TIO

N N

UM

BE

R 0

72

46

50

0

STR

EA

MFL

OW

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

109. D

ura

tio

n

hy

dro

gra

ph

s

of

da

ily

d

isch

arg

e

va

lue

s

for

Ark

an

sas

Riv

er

near

Sa

llis

aw

, O

kla

ho

ma

, w

ate

r y

ea

rs

19

55

-19

64

(s

tream

flo

w re

gu

late

d).


07247500 FOURCHE MALINE NEAR RED OAK, OK

LOCATION.--Lat 34*54'45", long 95°09'20", In NW 1/4 NW 1/4 sec.13, T.5 N., R.20 E., Latlmer County, Hydrologlc Unit 11110105, on downstream side of left abutment of county road bridge, 0.1 ml downstream from Little Fourche Mallne, 5.0 ml southwest of Red Oak, and at mile 41.2.



REMARKS,--Flow regulated since 1964 by numerous floodwater-retardlng structures.



MONTH


ANNUAL

MAXIMUM(CFS)

391352584314715110012201380695847143547

317

MINIMUM(CFS)

0.000.000.410.527.65.9

19240.910.040.000.00

18

MEAN(CFS)

44689290

20220428827996941838

126

STAN DARD

DEVIATION(CFS)

9210314488

19723629730816318738110

74


2.11.51.60.980.971.21.01.11.72.02.12.9

0.59

PERCENT OF

ANNUALRUNOFF

2.94.56.16.013.413.519.018.46.36.21.22.5

100



137

14306090120183



250%

0.000.000.000.000.141.112.25.4

17

520%

0.000.000.000.000.000.000.210.763.6

1010%

0.000.000.000.000.000.000.020.191.4

205%

0.000.000.000.000.000.000.000.020.60



2 50%

5 20%

10 10%

254%

50 2%

100 1%

6560 14100 21200 32900 43800


56900




520%

1010%

254%

50 2%

100 1%

137

15306090

406024401370777514356287

7880425022201270848595486

112005680281016201080750622

165007760357020801370938792

2130095004140243015801070916

268001140047102780179011901040



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2200 499 224 132 84 41 23 13 6.7 2.8 0.73 0.09 0.05 0.02 0.01 0.00 0.00

240

ro

Q

Z o o:

LJ

a. ti £ o

m o LJ

O o: o

5

10

*

1Cf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

072

4750

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

10

. D

ura

tio

n

hyd

rog

rap

hs o

f daily

d

isch

arg

e valu

es fo

r F

ou

rch

e

Malin

e

near

Re

d

Oa

k,

Okl

ahom

a,

wa

ter

ye

ars

1945-1

963 (s

tream

flow

unre

gula

ted).


07247500 FOURCHE MALINE RIVER NEAR RED OAK, OK Continued



MONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEOULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

67577772622952566274657248010328363

243

MINIMUM(CFS)

0.030.511.31.41.82.4

22140.990.980.000.00

31

MEAN(CFS)

9713814482

159249239251130256.6

45

130


18722320077

156200197161134308.4

89

67


1.91.61.40.940.980.800.820.641.01.21.32.0

0.51

PERCENT f OF

ANNUALRUNOFF

6.28.89.25.2

10.215.915.316.08.31.60.42.9

100


PERIOD(CON-

TIVEDAYS)

137

14306090120183



250%

0.100.130.230.370.841.43.47.7

24

520%

0.000.000.000.000.000.220.831.87.3

1010%

0.000.000.000.000.000.070.390.793.7

PERCENT

205%

0.000.000.000.000.000.020.210.382.1



250%

5 20%

10 10%

254%

50 2%

1001%

3800 6580 8900 12400


15500 19000



137

15306090


250%

284019701310897593387311

520%

4230288018501280806530437

1010%

5220354021901500927611508

254%

65404440261017601060699586


502%

75805170291019301140756636

1001%

86605940320020901220808680



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

1780 762 343 170 112 59 33 20 10 5.2 2.2 0.62 0.10 0.01 0.00 0.00 0.00

242

CO

Q Z

O (A LJ

Q_

O

CD r>

o O

CE O

Q

1CT e

icf 2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

...

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7247500

STR

EA

MFL

OW

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

11

. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

va

lue

s

for

Fo

urc

he

Ma

lin

e

near

Red

O

ak

, O

klah

om

a, w

ate

r years

1

96

6-1

98

4 (s

tream

flo

w re

gu

late

d).


07248500 POTEAU RIVER NEAR WISTER, OK

LOCATION.--Lat 34 0 56'15", long 94°42 I 54", in NW 1/4 NW 1/4 sec.6, T.5 N., R.25 E., LeFlore County, Hydrologlc Unit 11110105, on left bank of outflow channel 700 ft downstream from Wlster Dam, 2.2 ml southeast of Wlster, 2.6 ml upstream from Caston Creek, and at mile 60.8.


PERIOD OF RECORD.--May 1938 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to May 21, 1951, records below about 500 ft /s Include flow from Caston Creek, drainage area, 70 ml .

REMARKS.--Flow completely regulated since October 1949 by Wlster Lake.



MONTH

OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBERANNUAL

MAXIMUM(CFS)

146045205690288066601090066206830712079031716503170

MINIMUM(CFS)

0.00143035

146114

107038586171.00.34

269

MEAN(CFS)

312840

12601040242022702870296013201691192491310

STAN DARD

DEVIATION(CFS)

58114301700998

20203200177024702130234115508763


1.91.71.30.960.831.40.620.831.61.40.962.00.58

PERCENTOF

ANNUALRUNOFF

2.05.37.96.6

15.314.318.118.78.31.10.81.6

100



13714306090120183



250%

0.000.000.090.301.57.9

3162177

520%

0.000.000.000.000.001.6

112459

1010%

0.000.000.000.000.000.747.0

1532

PERCENT

205%

0.000.000.000.000.000.394.7

1119



250%

5 20%

10 10%

254%

50 2%

1001%

29400 60100 87000 129000 166000 209000





2 550% 20%


10 2510% 4%


50 1002% 1%

28300 53800 73200 99400 120000 14100037

15306090

21900129008060539037803110

378002080012900829059904920

4830026000161001020074506070

6110032400200001260092407430

70000370002280014300105008370

78400413002530015900118009250



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

18400 6310 3090 1650 1140 645 376 217 131 64 27 4.9 0.60 0.07 0.03 0.02 0.00

244

ro

j^

en

o

o LJ

CO O£

LJ

CL

Ld O

DD

Z>

O LJ

O a:

< X o CO a

1tf 103

10*

101 icf 10"

10

rl

T

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07248500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

112. D

ura

tion

hydro

gra

phs of

da

ily dis

charg

e valu

es fo

r P

ote

au

Riv

er

near

Wis

ter,

O

klahom

a,

wate

r years

1940-1

948 (s

tream

flow

unre

gula

ted).


07248500 POTEAU RIVER NEAR WISTER, OK Continued



fMONTH


1AXIMUM(CFS)

187036904240475048804330435059405790570036501710

MINIMUM(CFS)

3.40.530.170.14

1053

13593110.842.50.40

IMEAN(CFS)

2956791170112013501700165022101400523289238


4529731220110011901080123015301820995701430


1.51.41.00.980.880.640.750.691.31.92.41.8

PERCENT OF

ANNUALRUNOFF

2.35.49.38.910.713.413.117.511.14.12.31.9

ANNUAL 2090 200 1050 549 0.52 100



137

14306090120183


NON-EXCLEDANCE PROBABILITY, IN

250%

2.84.14.86.89.8163255

189

520%

0.510.871.051.42.33.76.7

1141

1010%

0.060.110.220.420.851.72.84.616

PERCENT

205%

0.000.000.040.090.330.831.32.16.6



2 50%

520%

10 10%

254%

50 2%

1001%

6560 7750 8500


9400 10100 10800




2 5 50% 20%


10 2510% 4%


50 1002% 1%

137

15306090

6370620059605160390028302310

8000781075606880552040803440

9140891084707720643048104130

107001030094908520742056104930

1190011400102008980805061405480

1320012600108009350861066105990



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

6730 5590 4110 2710 1750 760 362 162 66 21 12 6.3 1.6 0.50 0.23 0.11 0.03

246

1Cf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I 1 I

STAT

ION

NU

MB

ER

07

24

85

00

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

113. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

valu

es

for

Po

tea

u

Riv

er

near

Wis

ter,

O

klah

om

a, w

ate

r y

ea

rs

1956-1

984

(str

eam

flo

w

reg

ula

ted

).


072*9*00 3AMES FORK NEAR HACKETT, AR

LOCATION. Lat 35'09'*5", long 9*'2*'25", In NW 1/4 NW 1/* sec. 3*, T.6 N., R.32 W., Sebastian County, Hydrologlc Unit 11110105, near left bank of downstream side of bridge on State Highway *5, 1.7 ml south of Hackett 2.0 ml downstream from Elder Branch, 2.0 ml upstream from small tributary, and 3.6 ml upstream from Arkansas-Oklahoma State Line.

DRAINAGE AREA.--1*7 ml2 .

PERIOD OF RECORD.--April 1958 to current year.

STREAMFLOf UNREGULATED



STAN DARD



OCTOBERNOVEMBF.RDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER

ANNUAL

37657876032*51291510501010295*30828*

0.000.00o.*o0.501.10.92

31223.11.70.010.00

308 30

5611917711116726620928883*01219

129

99157229951*7227222268105861925

77

1.81.31.30.850.880.851.10.931.32.21.51.3

0.60

3.67.711.57.2

10.817.213.5 18.6 5.* 2.6 0.8 1.2

100



1371*306090120183



250%

0.3*O.*10.510.701.32.6*.58.1

22

520%

0.0*0.050.060.180.290.6*1.22.55.6

1010%

0.000.000.000.000.080.200.*91.12.3

205%

0.000.000.000.000.000.000.1*0.361.0



2 50%

520%

10 10%

25*%

502%

100 1%

5880 11000 15500 22700


29*00 37100




520%

10 10%

25*%

502%

100 1%

137

15306090

3730213011607175133*0273

7000383020001180759532*33

9800520026501500901669550

1*1007210357019201060851709

179008900*32022*0115099283*

22200107005120256012*011*0967



1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2010 *99 2*9 167 120 7* *7 29 16 7.* 3.0 0.87 0.31 0.01 0.00 0.00 0.00

248

ro

-^

CD

o z

o

10*

10s

P

102

LJ

U.

O

DO O LJ

O o: g 10

-'Q

10"

20-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STA

TIO

N N

UM

BER

072

4940

0

STR

EAM

FLO

W U

NR

EGU

LATE

D

» .r'vV

r^r*

"'r''

r?f

' ,'\

" VV

"*''

* *

v:

' V

v"\r

V

\

, ,f<

V^A

v

\

rf ,

,/

^ x

"I

\

I »

tf."-

.I'

I

I I I I

.*. J

,',

-Jli

. -

,_i

«l

l|

>l

l

l|

«l UO

CT

NO

V

DEC

JA

N

FEB

MAR

A

PR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

114. D

ura

tion h

yd

rog

rap

hs

of

da

ily dis

charg

e va

lues

for

Jam

es

Fork

near

Hackett,

Ark

ansa

s, w

ate

r years

1

96

6-1

98

4 (s

tream

flow

unre

gula

ted).


07250550 ARKANSAS RIVER AT DAM NO. 13, NEAR VAN BUREN, AR

LOCATION.--Lat 35°20'56", long 94*17'54", in sec.28, T.8 N., R.31 W., Sebastian County, Hydrologlc Unit 1111010*, In Dam No. 13 control house on right bank and at mile 308.9.

DRAINAGE AREA.--150,547 ml 2 , of which 22,241 ml 2 Is probably non-contributing.

PERIOD OF RECORD.--October 1927 to current year. Prior to October 1969, published as "07250500 Arkansas River at Van Buren." Gage-height records collected from 1879 to December 1955 at Fort Smith, 16.3 ml upstream, are contained In reports of National Weather Service.

REMARKS.--Flow regulated since 1964 by Lake Eufaula. Flow has been further regulated by Keystone Lake and Robert S. Kerr Reservoir. Beginning Apr. 26, 1970, dally discharge computed from relation between discharge, head and gate openings.




MEAN (CFS)

STAN DARD

DEVIA TION (CFS)


PERCENTOF

ANNUAL RUNOFF

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSLPTLMBER

16400014600056200907001120001420002190003020002310001760009740071400

ANNUAL

492126014201190233024003190745053501590818742

65300 5970

252002030017300198002510029800476006970055200343001610018500

379002720014400182002310026800461006220051900373001900018300

1.51.30.830.920.920.900.970.890.941.11.2 0.99

31600 16600 0.53

6.75.44.65.26.67.9

12.618.414.69.04.34.9

100


PERIOD(CON- SFfll-ouvw

TIVEDAYS)

13714306090120183



250%

2500269029403220384050406780834012200

520%

116012401340143016502230313039105710

1010%

731778836893

10201410203025403640

205%

484513551589675945140017502440



250%

520%

10 10%

254%

502%

1001%

223000 371000 481000 633000 755000 883000




137

15306090


250%

214000200000168000128000953007110058800

520%

360000340000290000226000171000126000102000

1010%

472000446000381000300000228000166000133000

254%

630000593000505000400000305000219000172000


502%

758000711000602000478000366000260000201000

1001%

896000837000703000559000429000301000230000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99. 9%

245000 132000 81800 56800 43600 27200 18700 13400 9770 7080 4970 3030 1950 1160 811 573 419

250


q.

(Qc ^(P

01

o c tt

"f3 o ? (O

0) (0

(0 Ofj) -»

« a to

O Q."« 5'

< OO =fQ) »

3 SCO0)CO

CO -Ho> o CO "«

0) (03 0)^ (0

<c o 3 «

QJ 0) + 3 o 3

CO

O

O

8

CO

1

<Z z. m

c: o

COm

IT

1 I I I

oo tn too o oI I I -0 "D "D

C? O On n mz z z H -H -H

53 S3 53 000n n m n n m000

000m m m-o "o ~o70 70 70O O OCD CD CD

CD CD CDE c c,

> O

01

5 § m tn o o

i i i i i i i


07250550 ARKANSAS RIVER AT DAM NO. 13 NEAR VAN BUREN, AR--Continued



MONTH


ANNUAL

MAXIMUM(CFS)

846001610001120007430084300138000164000146000132000627002270042800

70600

MINIMUM(CFS)

145013301780696

242025102910122006660730058903340

7740

MEAN(CFS)

165002920024000197002610039400482004980049300261001240013600

29500

STAN DARD

DEVIATION(CFS)

18900370002820019100241003760040100346003380015100451010300

18100


1.21.31.20.970.920.960.830.690.690.580.360.76

0.61

PERCENT OF

ANNUALRUNOFF

4.68.26.85.57.4

11.113.614.113.97.43.53.8

100



137

14306090120183




2 550% 20%

221 46817 166

2280 11203180 15004260 20306400 33608410 447010400 537012600 6610

1010%

2164

76096713202310308035804640

, ANDPERCENT

205%

1127

5476579001660221024803430



2 50%

5 20%

10 10%

254%

502%

1001%

143000 189000 219000 255000 282000 308000




137

15306090

DISCHARGF., IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

250%

12100011100010200090200739005760051100

520%

1680001560001440001320001 1 50009260082200

1010%

197000184000167000157000142000117000104000

254%

2320002180001910001850001750001500001 32000

502%

257000242000207000204000200000175000153000

1001%

282000266000221000217000210000200000197000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

158000 109000 75700 58100 47600 33400 22800 16600 12400 9030 5720 2610 1390 179 79 47 18

252

N> en CO

10*

o

z. a

o Ld

V

)

Ld

C

L

1Cf

g 1°*

Z>

O -z. Ld

O O

103 Itf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

25

05

50

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

116. D

ura

tion

hydro

gra

phs of

da

ily d

isch

arg

e valu

es fo

r A

rkansas R

ive

r at

Dam

*1

3

near

Van

Bu

ren

, A

rka

nsa

s,

wa

ter

years

1966-1

984 (s

tream

flow

re

gula

ted).

RED RIVER BASIN

07300500 SALT FORK RED RIVER AT MANGUM, OK

LOCATION.--Lat 34"5r32", long 99 e 30'28", in SW 1/4 SE 1/4 sec.34. T.5 N, R.22 W., Greer County, Hydrologic Unit11120202, near left bank on downstream side of pier of bridge on State Highway 34, 0.5 mi south of Mangum, 13.0 mi downstream from Fish Creek, and at mile 35.5.

DRAINAGE AREA.--1,566 mi2 of which 209 mi 2 is probably noncontributing.

PERIOD OF RECORD.--April 1905 to Oune 1906, October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNLJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

91915312419919618349013901600575301202

277

MINIMUM(CFS)

0.000.000.000.000.000.120.000.000.000.000.000.00

12

MEAN(CFS)

73222941484488

291237613340

84

STAN DARD

DEVIATION(CFS)

1623030394644113376306996156

54


2.21.31.00.970.971.01.31.31.31.61.91.4

0.64

PERCENT OF

ANNUALRUNOFF

7.32.22.94.04.74.38.7

28.923.66.13.33.9

100


PERIOD(CON-crpiiOU^-W

TIVEDAYS)

13714306090120183



250%

0.000.000.000.000.000.945.6

1022

520%

0.000.000.000.000.000.000.001.64.3

1010%

0.000.000.000.000.000.000.000.001.0

PERCENT

205%

0.000.000.000.000.000.000.000.000.20


DISCHARGE, FN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

250%

520%

10 10%

254%

50 2%

100 1%

14100 27400 38400 54500 68200


83100




250%

520%

1010%

254%

502%

100 1*

137

15306090

440022901180658405244187

8990451023501310813496364

130006280328018201140705505

1900087904600252016001010706

24200108005660307019601270870

301001300067703640235015401040


DISCHARGE, IN CKS, WHICH WAS EQUALED OR EXCEEDED FOU INDICATED PERCENT OF TIME

1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1500 238 105 66 49 31 20 13 5.6 0.62 0.01 0.00 0.00 0.00 0.00 0.00 0.00

254

RED RIVER BASIN

07301500 NORTH FORK RED RIVER NEAR CARTER, OK

LOCATION. Lat 35'10'05", long 99 0 30'25", in NW 1/4 SE 1/4 sec.15, T.8 N., R.22 W., Beckham County, Hydrologic Unit 11120302, near left bank on downstream side of pier of bridge on State Highway 34, 3.0 ml south of Carter, 10.8 ml downstream from Timber Creek, and at mile 110.5.

DRAINAGE AREA.--2,337 mi2 , of which 399 mi 2 is probably noncontributlng.

PERIOD OF RECORD. October 1944 to September 1962. Annual maximum and occasional low-flow measurements, water years 1963-64. August 1964 to current year.



MONTH


ANNUAL

MAXIMUM(CFS)

609206271319365277683

27101250828431368

298

MINIMUM(CFS)

0.000.000.000.000.000.000.080.000.600.000.000.00

13

MEAN(CFS)

764147618482

121449274763940

116

STAN DARD

DEVIATION(CFS)

1455155618276

1405982931507679

77


1.91.21.21.00.970.931.21.31.12.01.92.0

0.66

PERCENT OF

ANNUALRUNOFF

5.53.03.44.46.15.98.732.319.75.42.82.9

100



137

14306090120183



250%

0.000.000.000.000.000.354.18.5

25

520%

0.000.000.000.000.000.000.000.364.4

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

25 4%

50 2%

1001%

6390 13400 20000 31000


41500 54000




2 50%

5 20%

10 10%

254%

50 2%

100 1%

137

15306090

382021001160686468306238

82604620260015501060652479

120006860393023501600959684

17500103006060364024501440992

220001340079804820322018601260

2680016800102006170410023401550



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1770 387 196 131 102 62 41 24 12 1.7 0.01 0.00 0.00 0.00 0.00 0.00 0.00

256

ro

en

o

o o CD z>

o o O to O

10*

10* 10* 101

a

1CT1

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7301500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

117. D

ura

tion

hydro

gra

phs

of

daily

d

isch

arg

e va

lue

s fo

r N

ort

h F

ork

R

ed

R

ive

r near

Cart

er,

O

kla

hom

a,

wate

r years

1954-1

962,1

965-1

984 (s

tre

am

flo

w unre

gula

ted).

RED RIVER BASIN

07302000 NORTH FORK RED RIVER NEAR GRANITE, OK

LOCATION.--Lat 34*58'24", long 99*20'00", on south line sec.20, T.6 N., R.20 W., at bridge on State Highway 9, 2.5 ml east of Granite, 6.4 ml upstream from Lugert Dam, and at mile 80.0.

DRAINAGE AREA.--2,494 ml 2 , of which 399 ml 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--Duly 1903 to March 1908, October 1938 to September 1944.



MONTHMAXIMUM (CFS)

MINIMUM (CFS)

MEAN (CFS)

STAN DARD

DEVIA TION (CFS)



ANNUAL

796382468313268309

103013701290350417497

355

0.000.000.000.000.000.000.001.61.2

100.000.00

6.3

1849796888382

23538853212013491

178

3201371531028692

298415439106149150

110

1.7 1.4 1.6 1.21.01.11.31.10.830.891.11.7

0.62

8.64.64.54.13.93.9

11.018.225.05.66.34.3

100



137

14306090

120183



250%

0.000.000.000.000.000.002.31324

520%

0.000.000.000.000.000.000.000.002.3

1010%

0.000.000.000.000.000.000.000.000.59

205%

0.000.000.000.000.000.000.000.000.18



2 50%

520%

10 10%

254%

502%

100 1%

9910 16500 21300 27700 32600 37700





2 50%

520%

10 10%

254%

502%

100 1%

137

15306090

6100369022601400913636501

90905730337019501350948748

1030065203710206014501020812

1130070703890211015001050843

1180072903940212015101050851

1210074203970212015101050855



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3110 673 337 210 161 96 53 25 7.0 0.25 0.07 0.03 0.02 0.01 0.00 0.00 0.00

258

cn CD

Q

Z o

o Ld

C

O

LJ Q.

LJ tf o m ID

O Ld

O

C

K

<

X

O c/) Q

105 E

io4 L

10' t

102

10"

10 10"

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

BO

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STA

TIO

N N

UM

BE

R 0

73

02

00

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

118. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

va

lue

s

for

No

rth

F

ork

R

ed

Riv

er

near

Gra

nit

e,

Okla

ho

ma,

wate

r years

19

05

-19

07

, 1939-1

944 (

str

eam

flo

w

un

reg

ula

ted

).

RED RIVER BASIN

07303000 NORTH FORK RED RIVER BELOW ALTUS UAM, NEAR LUGERT, OK

LOCATION. Lat 34 0 53'26", long 99"18'22", in SW 1/4 sec.22, T.5 N., R.20 W., Greet County, Hydrologlc Unit 11120303, on right bank at State Highway 44A bridge, 3,500 ft downstream from Altus Dam, 1.9 ml upstream from Elm Fork of North Fork, 2.0 ml west of Lugert, and at mile 72.8.

DRAINAGE AREA. 2,515 ml2 , of which 399 ml 2 is probably noncontrlbuting.

PERIOD OF RECORD. March 1930 to December 1932 (published as "at Lugert Dam"), December 1943 to September 1950 (published as spill from Lake Altus), October 1950 to September 1962, August 1964 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS. Some regulation at low flow by Lugert Lake prior to December 1943, and completely regulated thereafter by Lake Altus. Diversions at Lake Altus bypass most of streamflow. Seepage from Altus Dam not Included for period February 1953 to September 1977.


MONTHLY AND ANNUAL MEAN DISCHARGES 1951-62, 1965-69, 1976-84


MONTH


ANNUAL

MAXIMUM (CFS)

50483

205126481291127

22301350216

1.40.93

247

MINIMUM (CFS)

0.000.000.000.000.000.000.000.000.000.000.000.00

0.00

MEAN (CFS)

213.48.29.7

28216.4

193175160.100.05

40

TION (CFS)

99164033

1026825

516368540.310.19

75

VARI ATION

4.74.84.93.43.73.24.02.72.13.33.03.7

1.9

ANNUAL RUNOFF

4.40.71.72.05.74.41.3

40.036.33.40.00.0

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1952-62, 1966-69, 1979-84


137

14306090120183




2 550% 20%

0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

1010%

0.000.000.000.000.000.000.000.000.00

, ANDPERCENT

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

50 2%

1001%

16.5 1360 6600


22400 39900 59600

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1951-62, 1965-69, 1976, 1978-84


137

15306090


250%

130946544301915

520%

214016301060711455270193

, IN CFS, FOR INDICATED INTERVAL, IN YEARS, AND PROBABILITY, IN PERCENT

1010%

886070704450294018201010692

254%

38900330002020013100781039402570

502%

992008830053000339001970093105830

1001%

22800021300012500079100448001990012000

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1951-62, 1965-69, 1976, 1978-84


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%

6710 1130 98 4.9 4.6 4.1 3.5 2.9 2.3 1.7 1.2 0.58 0.29 0.12 0.06 0.03

99.9%

0.01

260

(oil

RED RIVER BASIN

07303400 ELM FORK OF NORTH FORK RED RIVER NEAR CARL, OK

LOCATION.--LAT 35"00'42", long 99*54 I 12", in SW 1/4 NW 1/4 sec.12, T.6 N., R.26 W., Harmon County, Hydrologlc Unit 11120304, near left bank on downstream side of pier of bridge on State Highway 30, 4.0 mi northeast of Carl, and at mile 54.0.


PERIOD OF RECORD. October 1959 to 1979.



MONTH


MAXIMUM(CFS)

2089155395679

247662302133121125

MINIMUM(CFS)

2.66.07.9

109.07.35.87.44.10.300.480.98

MEAN(CFS)

382620192228559484283551

STAN DARD

DEVIATION(CFS)

5022127.7

10216014871363840


1.30.820.600.410.470.731.11.60.841.31.10.79

PERCENTOF

ANNUALRUNOFF

7.55.34.13.84.45.6

11.018.716.95.66.910.2

ANNUAL 79 11 42 15 0.37 100



137

14306090

120183



250%

1.11.21.62.64.48.3

121621

520%

0.200.200.280.501.53.06.18.6

12

1010*

0.060.070.090.170.741.53.85.17.7

PERCENT

205%

0.020.020.040.060.400.772.43.05.1



250%

5 20%

10 10%

254%

502%

100 1%

5590 10100 13900 19500 24300


29800



137

15306090

DISCHARGE, IN CFS, FOK RECURRENCE. INTERVAL, IN EXCEEDANCE PROBABILITY,

250%

2000101052227616610888

520%

35101610830483282176135

1010%

42201840963609357221164

254%

481020101070746447275196


502%

510020701110834508313218

1001%

529021101140909565350238



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

630 100 53 39 31 23 19 16 14 12 8.5 4.4 1.9 0.36 0.22 0.11 0.03

262

10'

ro O)

CO

103

Q

O CO g «f

LJ

U.

in1

CD

ID

O ul

10°

o S2

10"

Q

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

30

34

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

' '

J .^

J

ZM

rmrV

l-

i r

l

I'

UI'

'II'

'fI'

'II'

ll

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

119. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

va

lue

s

for

Elm

Fo

rk

of

No

rth

Fo

rk

Red

R

iver

n

ear

Ca

rl,

Okla

ho

ma,

wate

r y

ea

rs

19

61

-19

79

(s

tream

flo

w

un

reg

ula

ted

).

KEO RIVER BASIN

07303500 ELM FORK OF NORTH FORK RED RIVER NEAR MANGUM, OK

LOCATION. --Lat 34°55'36", long 99 0 30'00", on east line sec. 10, T.5 N. , R.22 W. , Greer County, at bridge on U.S. Highway 283, 3.0 ml north of Mangum, 5.0 ml downstream from Haystack Creek, and at mile 17.8.

DRAINAGE AREA. --838 ml 2 .

PERIOD OF RECORD. --April 1905 to March 1908 (published as Elm Fork of Red River), March 1930 to September 1931, October 1937 to September 1947, April 1965 to September 1967, August 1968 to 1976 (discontinued). Monthly discharge for some periods, published In WSP 1311. Occasional low-flow measurements, water years 1954, 1958-60, 1962-64, April to September 1965.


MONTHLY AND ANNUAL MEAN DISCHARGES 1906-07, 1931 1938-47, 1966-67, 1969-76


DEVIA- CIENT OF OF^

MONTH


ANNUAL

1AXIMUM (CFS)

48125436638817318468811201140308344321

259

MINIMUM (CFS)

0.163.76.06.87.53.63.44.75.10.081.30.01

15

MEAN (CFS)

1025943483350

132253227777295

100

TION (CFS)

1276773803747157312265869495

63

VARI ATION

1.21.11.71.71.10.951.21.21.21.11.31.0

0.64

ANNUAL RUNOFF

8.65.03.64.02.84.211.121.219.16.56.08.0

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1907-08, 1931, 1939-47,

1966-67, 1970-76


137

14306090

120183



250%

1.31.52.02.35.0

14172339

520%

0.000.000.000.160.603.77.4

1116

1010%

0.000.000.000.000.121.54.87.09.7

205%

0.000.000.000.000.000.663.55.16.4



2 50%

520%

10 10%

254%

50 2%

1001%

8170 16000 22200 31100 38400 46100


MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1906-07, 1931, 1938-47,

1966-67, 1969-76

PERIOD (CON-crpii

TIVEDAYS)

137

15306090


250%

375019901070618412264204

520%

6870347018701090747484371

1010%

9040442023901380955633488

254%

117005540300017201190812636

502%

137006290341019301340936743

1001%

1560069903780212014701050850

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1906-07, 1931, 1938-47, 1966-67, 1969-76


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1700 341 145 90 68 43 30 22 18 12 7.2 3.3 1.1 0.01 0.00 0.00 0.00

264

ro

CD

en

Q Z o Q:

Ld

Q_ ti Ld

U. m

o Ld

O o:

o Q

104

1Cf

I 10

°

£

10rl

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

30

35

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

20

. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

charg

e va

lues

for

Elm

F

ork

o

f N

ort

h F

ork

R

ed

R

ive

r near

Mangum

, O

kla

ho

ma

, w

ate

r ye

ars

1

93

9-1

94

7

19

66

-19

67

1969-1

976

(str

eam

flow

u

nre

gu

late

d).

RED RIVER BASIN

0730*500 ELK CREEK NEAR HOBART, OK

LOCATION. Lat 3**5*'51", long 99*06'*9", in NE 1/* NE 1/* sec.17, T.5 N., R.18 W., Kiowa County, Hydrologlc Unit11120303, near right bank on downstream side of pier of county road bridge, 7.0 mi downstream from Little Elk Creek, 7.5 mi south of Hobart, and at mile 10.9.

DRAINAGE AREA. 5*9 mi2 .

PERIOD OF RECORD.--September 190* to March 1908, October 19*9 to current year.

REMARKS.--Part of high flows are diverted into West Otter Creek above station. Some regulation by numerous floodwater-retarding structures.

STREAMFLO* UNREGULATED

MONTHLY AND ANNUAL MEAN DISCHARGES 1905-07, 1950-8*


DEVIA- CIENT OF OFh

MONTH


ANNUAL

1AXIMUM (CFS)

11303901*9165259322*801*50662813199607

172

MINIMUM (CFS)

0.000.000.000.000.690.550.510.032.30.000.000.00

1*

MEAN (CFS)

119362323313*57

2*71*370297*

7*

TION (CFS)

2286930325156

101353166155*61*5

51

VARI ATION

1.91.91.31.*1.71.71.81.*1.22.21.62.0

0.69

ANNUAL RUNOFF

13.**.o2.62.63.53.86.527.916.27.93.38.3

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1906-08, 1951-8*


1371*306090120183



250%

0.911.0*1.21.21.9*.67.1

1119

520%

0.000.000.000.000.120.951.72.3*.3

1010%

0.000.000.000.000.000.200.610.6*1.6

205%

0.000.000.000.000.000.000.000.1*0.50



2 50%

520%

10 10%

25*%

502%

100 1%

*650 8890 12700 18800


2*300 30900

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1905-07, 1950-8*


13715306090


250%

326020701090603366213158

520%

6010*02021801230761*23309

1010%

839056*0308017501080598*31

25*%

121008010**002*9015*0856607

502%

15*00100005520310019201070751

1001%

19200122006730376023101310905

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1905-07, 1950-8*


1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

15*0 207 88 55 *0 26 18 12 8.0 5.0 2.* 0.*5 0.01 0.00 0.00 0.00 0.00

266

Q O

O

UJ

CO C£

LJ a. LU o CD o z Ld

O o Q

10

* E

10s

101

I 10

°

2 10

'1

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

07

30

45

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

Ef 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

,r"x

A.T'

i.n/-.

_.__r

r w'u

/Xj

»j V

i* '

V.i

v V

/

I."

1"

Hi

U

Hi

Hi

"l.

n!"

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

121. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e v

alu

es

fo

r E

lk

Cre

ek

n

ear

Ho

ba

rt,

Okl

aho

ma,

w

ate

r y

ea

rs

1956-1

984 (s

tre

am

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07305000 NORTH FORK RED RIVER NEAR HEADRICK, OK

LOCATION.--Lat WWOV, long 99°05'*7", in NW 1/* NE 1/* sec.21, T.2 N., R.18 W., Tlllman County, Hydrologlc Unit 11120303, near left bank on downstream side of pier of bridge on old U.S. Highway 62, 2.5 ml east of Headrlck, 12.9 ml upstream from Otter Creek, and at mile 33.0.

DRAINAGE AREA.--*,2** ml 2 , of which 399 ml 2 Is probably noncontrlbutlng.

PERIOD OF RECORD.--April 1905 to March 1908, October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to Duly 1905, published as "near Snyder".

REMARKS.--Flow regulated since December 19*3 by Lake Altus. Diversions for Irrigation of about 48,000 acres above station; some return flow may re-enter at Stinking Creek, 16 ml below station.







ANNUAL

2310 6*8*56*99 116067* 1*50 6100 3120 2020706 1680

0.00 0.00 0.20 0.8**.1*.3 0.6* 0.31 100.25 0.00 0.00

681 50

30*9*666310710*1859966*6239100200

260

5351369*92

1981*83121*20677*20157330

17*

1.8 1.5 1.* 1.5 1.9.*.7.*.0.8.6.7

0.67

9.8 3.0 2.1 2.0 3.* 3.3 6.0 32.1 20.8 7.7 3.2 6.5

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 19*7-8*


1371*306090120183



250%

1.81.92.*3.56.*1735*67*

520%

0.000.000.000.000.392.67.*

1218

1010%

0.000.000.000.000.020.*91.83.56.1

205%

0.000.000.000.000.000.000.320.7*2.1



2 50%

520%

10 10%

25*%

50 2%

1001%

12000 20*00 26200


33700 39200 **600

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 19*6-8*


137

15306090


250%

90206110338019801220751562

520%

16000113006*90*070260015201110

1010%

209001500088805810J82021901580

25*%

2710020000121008380570032502290

502%

31600237001*700105007360*1902900

1001%

3600027300173001290092305260J590

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 19*6-8*


1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

*980 9*1 361 211 1*2 86 62 *5 32 23 12 3.7 0.29 0.01 0.00 0.00 0.00

268

O)

CD

Irf

H

Q

-4

I (/> £

1Cf

|

1°°

O Ld

O ct: I

Kf

Q

10"1

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

........ 5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

07

30

50

00

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

22

. D

ura

tio

n hydro

gra

phs

of

da

ily d

isch

arg

e valu

es fo

r N

ort

h F

ork

R

ed

R

ive

r near

Headrick,

Okl

ahom

a,

wate

r years

1946-1

984 (s

tre

am

flo

w re

gu

late

d).

RED RIVER BASIN

07305500 WEST OTTER CREEK AT SNYDER LAKE, NEAR MOUNTAIN PARK, OK

LOCATION.--Lat 34°44'02", long 98°59 1 10", in SE 1/4 NE 1/4 sec.16, T.3 N., R.17 W., Kiowa County, Hydrologic Unit11120303, near east end of Snyder Dam, 0.8 mi upstream from small tributary, 3 mi northwest of Mountain Park, and at mile 26.0.

DRAINAGE AREA.--132 ml .

PERIOD OF RECORD.--April 1903 to March 1908, October 1951 to September 1971, duly 1972 to current year. Otter Creek near Mountain Park 1903-8 and as Otter Creek at Snyder Lake, near Mountain Park 1951-60. discharge only for some periods, published in WSP 1311.

Published as Monthly

REMARKS.--The city of Snyder diverted about 130 acre-ft annually prior to October 1958 and none thereafter, completely regulated since 3une 1975 by Tom Steed Reservoir.

Flow




DEVIA- CIENT OF OFMAXIMUM MINIMUM MEAN TION VARI- ANNUAL

MONTH (CFS) (CFS) (CFS) (CFS) ATION RUNOFF

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER

ANNUAL

19013171402712312939222712732

197

60

0.000.000.000.000.000.000.000.000.000.000.000.00

0.00

318.36.42.72.06.3

6251172.

36

20

5528188.85.9

26349968397.1

63

15

1.8 3.4 2.8 3.2 3.0 4.2 2.4 1.6 1.3 2.3 2.9 1.8

0.77

13.03.52.71.10.82.65.9

26.121.3

14.9

100



137

14306090120183



250%

0.000.000.000.000.000.000.000.000.73

520%

0.000.000.000.000.000.000.000.000.00

1010%

0.000.000.000.000.000.000.000.000.00

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

2410 5200 7650 11400


50 2%

1001%

14600 18300



137

15306090


250%

16108604702501508462

520%

31101480810440250149110

1010%

38201700930510290175130

254%

440018501000550310193143


502%

466019001030560320204150

1001%

483019301040570330207152



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

555 36 8.0 3.1 0.79 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

270

ro

Q

Z o

o LJ (ft

a: LJ O u o cr

10*

10s ,

102

10°

c/2

10"

Q

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

IL

STAT

ION

NU

MB

ER

07

30

55

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OCT

H

OV

DEC

FEB

MAR

A

PR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

123. D

ura

tion hyd

rogra

phs

of

daily

dis

charg

e va

lues

for

West

O

tte

r C

ree

k at

Snyd

er

La

ke near

mounta

in p

ark

, O

klahom

a,

wate

r years

1954-1

971,

19

73

-19

74

(s

tre

am

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07305500 WEST OTTER CREEK AT SNYDER LAKE NEAR MOUNTAIN PARK, OK--Continued




MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFLURUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

31102

5.91139329.6

45167721.63.1

22

MINIMUM (CFS)

0.000.000.000.000.000.000.000.000.010.000.000.00

0.03

MEAN (CFS)

6.1170.811.44.53.81.45.6

247.40.510.75

6.1

TION (CFS)

11371.83.5

12103.0

1452230.580.95

8.0

VARI ATION

1.72.12.32.52.72.62.22.52.23.01.11.3

1.3

ANNUAL RUNOFF

8.323.71.11.96.15.21.97.6

32.410.10.71.0

100



137

14306090120183



250%

0.000.000.000.000.000.000.000.000.02

520%

0.000.000.000.000.000.000.000.000.00

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

50 2%

100 1%

113 348 649


1300 2060 3150



137

15306090


250%

422719127.54.33.2

520%

272214156108633424

1010%

72563648434619510068

254%

2070206016501220668320205


502%

41003900366028101500681419

1001%

758075707570598031201340795



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

185 11 3.7 1.8 0.98 0.39 0.06 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

272

CO

O a CO o: Ld CL Ld

1Cf

102

o

m Z> o Ld

O o: o

10T

GO Q

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

30

55

00

STR

EA

MFL

OW

REG

ULA

TED

nin

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

24

. D

ura

tio

n h

yd

rog

rap

hs

of

daily

d

isch

arg

e va

lue

s fo

r W

est

O

tter

Cre

ek

at

Sn

yde

r Lake

near

Mounta

in p

ark

, O

kla

ho

ma

, w

ate

r years

1976-1

984

(str

eam

flow

re

gula

ted).

RED RIVER BASIN

07308500 RED RIVER NEAR BURKBURNETT, TX

LOCATION.--Lat 34 e 06'36", long 98 e 3r53" f Cotton County, Okla., Hydrologic Unit 11130102, on left bank at downstream side of bridge on U.S. Highways 277 and 281, 2.5 ml northeast of Burkburnett, and at mile 933.

DRAINAGE AREA.--20,570 ml 2 , of which 5,936 ml 2 probably Is noncontrlbutlng.

PERIOD OF RECORD. Duly 1924 to August 1925 (monthly discharge only), December 1959 to current year.

REMARKS. Many small diversions for Irrigation upstream from station.



MONTH


MAXIMUM(CFS)

12000157010701090999

22105990125006670594021104240

MINIMUM(CFS)

220.963.05.58.48.00.15

111480.061.3

32

MEAN(CFS)

138048725225228738265319702390690538

1070


289048123823423045211902740175012506181230


2.10.990.940.930.801.21.81.40.731.81.21.2

PERCENTOF

ANNUALRUNOFF

13.34.72.42.42.83.76.319.023.16.75.210.4

ANNUAL 1740 178 864 454 0.53 100


PERIOD (CON-CfTpllOC_^-U

TIVEDAYS)

13714306090120183



250%

192227327188

148195305

520%

2.32.63.15.05.6

225774

118

1010%

0.000.000.000.000.448.2

283662

205%

0.000.000.000.000.003.2

141834



a50%

520%

10 10%

254%

502%

1001%

25900 48500 67900 97600 124000 153000





520%

10 10%

254%

502%

100 1%

19900 40500 58100 84500 107000 13200037

15306090

15800104006740428026302020

325002020012800794046403450

4630027400169001050060304380

6640036600220001360077605490

8300043400256001580090206250

101000501002890012800102006960



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

13800 3180 1600 1010 691 417 288 214 156 113 71 32 9.1 0.25 0.01 0.00 0.00

274

ief E

IV)

-vl

CJ1

Q 8 1°4

to

ct: Ld a.

10s

Ld t! o CD r>

o Ld

O x

.-i

o

10

to

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07308500

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

25

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily d

isc

ha

rge

va

lue

s

for

Red

R

iver

nea

r B

urk

bu

rne

tt,

Texas,

wate

r years

1

96

6-1

98

4

(str

eam

flo

w

un

reg

ula

ted

).

RED RIVER BASIN

07311000 EAST CACHE CREEK NEAR WALTERS, OK

LOCATION.--Lat 34°2r44", long 98°16'56", on south line of SE 1/4 SE 1/4 sec.19, T.2 S., R.10 W., Cotton County, Hydrologlc Unit 11130202, at right bank on downstream side of bridge on State Highway 53, 1.8 ml east of Walters, 12.2 ml upstream from West Cache Creek, and at mile 19.7.


PERIOD OF RECORD.--May 1938 to December 1963; October 1969 to current year. Creek near Walters.

Prior to October 1969, published as Cache

REMARKS.--Flow partly regulated by Lake Lawtonka, on Medicine Creek prior to late 1953, and thereafter, by Lake Thomas, on Little Medicine Creek, and since March 1961 by Lake Ellsworth, on East Cache Creek. Low flow sustained by sewage from cities of Lawton and Walters.



MONTH


MAXIMUM(CFS)

1040260435250389

1150101025801590374211895

MINIMUM(CFS)

0.000.150.150.632.22.17.85.1

139.33.80.00

MEAN(CFS)

2326978509113420668038310938

108

STAN DARD

DEVIATION(CFS)

3378210656

11126727681041311049204


1.51.21.41.11.22.01.31.21.11.01.31.9

PERCENTOF

ANNUALRUNOFF

10.73.23.62.34.26.19.531.217.65.01.75.0

ANNUAL 394 13 182 110 0.61 100


PERIOD(CONSECU TIVEDAYS)

13714306090120183



250%

7.47.78.18.6

1316223047

520%

2.02.93.23.63.94.45.97.4

12

1010%

0.290.820.961.31.41.72.22.54.7

205%

0.000.000.000.000.010.070.300.842.0



2 50%

520%

10 10%

254%

50 2%

100 1%

7680 13300 17800 24300


29700 35700


DISCHARGE, IN CFS, FOR INDICATED PERIOD RECURRENCE INTERVAL, IN YEARS, AND (CON- EXCEEDANCE PROBABILITY, IN PERCENT SFCU- ----------------------- - - ---TIVE 2 5 10 DAYS) 50% 20% 10%

25 50 1004% 2% 1%

137

15306090

7360497026401490982606460

1240086704750273017901120807

14700103005790338022101410980

165001160066703990259016901130

174001220071104310279018501210

180001260074104550293019701270



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3540 659 251 145 100 61 40 28 21 16 11 6.4 2.5 0.13 0.07 0.04 0.01

276

ro

1Cf

P

O

O o: Ld t O m o

z«

LJ

O o:

10* 10*

x

.-j

o

10 10°

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

.......

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7311

000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

126. D

ura

tion h

yd

rog

rap

hs o

f daily

d

isch

arg

e va

lue

s fo

r E

ast

C

ach

e C

reek

ne

ar

Walters

, O

klahom

a,

wate

r ye

ars

1943-1

961

(str

ea

mflo

w unre

gula

ted).

RED RIVER BASIN

07311000 EAST CACHE CREEK NEAR WALTERS, OK--Continued



MONTH


ANNUAL

MAXIMUM(CFS)

27 '4047811831129755834618202620483285205

342

MINIMUM(CFS)

1318171923191822199.79.313

39

MEAN(CFS)

22285465971124107361426817156

143

STAN DARD

DEVIATION(CFS)

65211930708114894

5046611218354

113


2.91.40.651.21.11.20.881.41.51.51.20.96

0.79

PERCENT OF

ANNUALRUNOFF

13.05.02.73.54.27.36.3

21.124.94.84.13.3

100



13714306090

120183



250%

7.88.8

10121620222639

520%

4.65.56.77.8

1114161825

1010%

3.64.35.46.39.0

12131521

205%

2.93.64.55.27.7

10111317



2 50%

520%

10 10%

254%

50 2%

1001%

3580 9030 15800 30800


48900 76000



137

15306090


250%

321023001370850520329249

520%

76205600343021701280773573

1010%

1260092905850370021501250913

254%

2270016500108006760384021301530

502%

33800242001630010200570030402170

1001%

49300348002410014900823042302990



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2350 527 202 102 73 49 39 32 28 23 20 16 13 9.5 7.7 6.5 4.4

278

ro ~sl

CD

Q |

10*

(ft Ld a. Ld

L

d

O CD

Z

>

O Ld

O I o

to Q

102

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7311

000

STR

EA

MFL

OW

REG

ULA

TED

;^.;>^

-;--,../

->v-*-

.'..--.-;

VXJ.v

^^.

A

^V

»,\

, .

. ;*

./*.

^\^

>

v-v

/** ' ..V

-'""

-/

,,Vs.

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

27

. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e v

alu

es

for

East

Cach

e C

ree

k

nea

r W

alt

ers

, O

kla

ho

ma,

wa

ter

years

1

97

6-1

98

4 (s

tream

flo

w re

gu

late

d).

RED RIVER BASIN

07311200 BLUE BEAVER CREEK NEAR CACHE, OK (Hydrologic bench-mark station)

LOCATION. Lat 34 0 37'24", long 98°33'48", In NE 1/4 NE 1/4 sec.28, T.2 N., R.13 W., Comanche County, Hydrologic Unit 11130203, on downstream side of right bank pier on old U.S. Highway 62, 3,000 ft upstream from St. Louis- San Francisco Railway Co. bridge, 4.0 ml east of Cache, and at mile 12.0.

DRAINAGE AREA.--24.6 ml 2 .

PERIOD OF RECORD. Ouly 1964 to current year.

REMARKS.--Minor regulation by Lake 3ed Oohnson.




^MONTH

OCTOBERNOVEMBERDECEMUEHOANUARYFEBRUARYMARCHAPRILMAYDUNEOULYAUGUSTSEPTEMBER

ANNUAL

1AXIMUM (CFS)

13849155331895417656132830

27

MINIMUM (CFS)

0.000.000.000.000.000.000.020.030.010.000.000.00

0.48

MEAN (CFS)

105.92.65.88.3151534151.31.54.0

9.9

TION (CFS)

31123.8

1211211544202.96.18.8

7.5

VARI ATION

2.92.01.52.11.31.51.01.31.32.24.02.2

0.76

ANNUAL RUNOFF

8.85.02.24.97.012.312.528.612.81.11.33.4

100



137

14306090120183



250%

0.000.000.000.000.000.000.020.100.64

520%

0.000.000.000.000.000.000.000.000.00

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

502%

1001%

1390 3470 5660 9600


13600 18600



137

15306090


250%

36722413177493224

520%

8474892771661016548

1010%

13207253942351398563

254%

2120109055833018410781


502%

2880141069040321612092

1001%

38101780826477246131102



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

166 37 18 11 6.6 3.1 1.5 0.80 0.13 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00

280

oo

Q Z

O

10s 1tf -

0£

Ld t

101bi o

ffl o Ld

O o

10"

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MB

ER

073

1120

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

28

. D

ura

tio

n hydro

gra

phs

of

daily

d

isch

arg

e valu

es fo

r B

lue

B

eave

r C

ree

k near

Cach

e,

Okl

ah

om

a,

wate

r years

1966-1

984 (s

tream

flow

unre

gula

ted).

RED RIVER BASIN

07311500 DEEP RED RUN NEAR RANDLETT, OK

LOCATION.--Lat 34"13'15", long 98"27'10", in SW 1/4 SW 1/4 sec.10, T.4 S., R.12 W., Cotton County, Hydrologic Unit11130203, near right bank on downstream side of pier of bridge on U.S. Highway 277, 2.8 ml north of Randlett, and at mile 4.8.



REMARKS.--Some regulation by numerous floodwater-retarding structures.



I

MONTH


ANNUAL

MAXIMUM(CFS)

3350725230437281506799234012902845061450

326

MINIMUM(CFS)

0.000.000.000.000.020.100.000.060.000.000.000.00

16

MEAN(CFS)

217581824324387

4392404050147

117

STAN DARD

DEVIATION(CFS)

5981384576599318057529065

101283

82


2.72.42.53.21.82.22.11.31.21.62.01.9

0.70

PERCENT OF

ANNUALRUNOFF

15.64.21.31.72.33.16.231.417.22.93.610.6

100



13714306090120183




2 550% 20%

0.00 0.000.00 0.000.00 0.000.00 0.000.06 0.000.58 0.001.7 0.323.4 0.71

16 1.9

1010%

0.000.000.000.000.000.000.000.140.31

, ANDPERCENT

205%

0.000.000.000.000.000.000.000.000.00



250*

520%

10 10%

254%

50 2%

100 1%

6150 14500 22900 37600 52000

OKLAHOMA WEIGHTED SKLW = 0.106

69900



13715306090


250%

5090397021901210720421304

520%

106007990442024101410806567

1010%

15300111006030327019101080742

254%

22700153008080436025401410947


502%

291001850095605130300016501090

1001%

3630021800110005870345018701210



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2780 443 90 35 19 8.6 5.1 3.2 1.8 0.76 0.20 0.01 0.00 0.00 0.00 0.00 0.00

282

oo CO

Q

Z O o Ld o: Ld

L

d

Lu

10' 10 102

5

10ID o uT

10

" o

o:

< I

10-'

Q

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

073

1150

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

* *.

......

....

,.r

'«

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

129. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

ch

arg

e v

alu

es f

or

Dee

p R

ed R

un n

ear

Ra

nd

lett

, O

klah

om

a, w

ate

r y

ea

rs 1

95

6-1

98

4 (

str

ea

mfl

ow

un

reg

ula

ted

).

RED RIVER BASIN

07313000 LITTLE BEAVER CREEK NEAR DUNCAN, OK

LOCATION.--Lat 34*29'36", long 98'06'42", in NE 1/4 sec.11, T.1 S., R.9 W., on downstream side of right pier of bridge on county road, 0.8 ml downstream from Stage Stand Creek, 8.2 ml west of Duncan, and at mile 11.9.

DRAINAGE AREA. 158 ml 2 .

PERIOD OF RECORD. October 1948 to December 1963.



MONTH


ANNUAL

(CFS)

388707939

10677155

100081813087

103

118

(CFS)

0.000.000.000.151.42.61.97.76.00.680.000.00

7.0

(CFS)

57181612202329

258129321216

52

STAN DARD

DEVIA- (CFS)

104232110262138

280211412329

33

COEFFI CIENT OF ATION

1.81.21.30.861.30.911.31.11.61.31.91.8

0.64

PERCENT OF

RUNOFF

9.22.92.61.93.33.64.7

41.320.75.22.02.6

100


PERIODSECU-TIVEDAYS)

137

14306090120183


2 550% 20%

0.00 0.000.00 0.000.00 0.000.00 0.000.14 0.001.6 0.003.1 0.005.6 0.88

11 2.9


1010%

0.000.000.000.000.000.000.000.120.90

205%

0.000.000.000.000.000.000.000.000.00



250%

5 20%

10 10%

254%

50 2%

1001%

10500 29400 50300 89500 130000 182000




137

15306090


250%

33701500725390254153117

520%

767032801610939587344247

1010%

11500478023501450880509351

254%

173006980346022801320754495

502%

222008790437030201700959607

1001%

27700107005350386021201180723



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

975 108 41 28 22 15 11 7.2 4.5 2.2 0.26 0.06 0.03 0.01 0.01 0.00 0.00

284

ho

oo

en

Q Z o LJ a. LJ

LJ

O m ID

O

104

10s

10*

101

LJ O a:I

10°

O CO a<2

10~1

10k-2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07313000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

130. D

ura

tion h

ydro

gra

ph

s o

f daily

dis

charg

e va

lue

s fo

r Little B

ea

ver

Cre

ek

ne

ar

Dunca

n,

Okl

ahom

a,

wa

ter

years

1

95

5-1

96

3 (s

tre

am

flow

u

nre

gu

late

d).

RED RIVER BASIN

07313500 BEAVER CREEK NEAR WAURIKA, OK

LOCATION.--Lat 34'13 I 00", long 98'02'57", on north line of NW 1/4 NW 1/4 sec.16, T.4 S., R.8 W., Defferson County, Hydrologic Unit 1130208, on left bank on downstream side of bridge on State Highway 5, 4.5 mi northwest of Waurika, 6.2 mi upstream from Cow Creek, and at mile 25.8.


PERIOD OF RECORD.--Oune 1953 to current year.

REMARKS.--Flow regulated since 1977 by Waurika Lake.



MONTH


ANNUAL

MAXIMUM(CFS)

794451281153276537726

26302130170168230

349

MINIMUM(CFS)

0.000.000.000.050.071.91.40.814.60.000.000.00

20

MEAN(CFS)

879042344471

112434229502959

107

STAN DARD

DEVIATION(CFS)

172117644268112164703449584264

95


2.01.31.51.21.51.61.51.62.01.21.51.1

0.89

PERCENT OF

ANNUALRUNOFF

6.87.03.22.73.45.58.733.917.93.92.24.6

100



137

14306090120183



250%

0.000.000.000.000.261.12.97.9

22

520%

0.000.000.000.000.000.000.111.14.4

1010%

0.000.000.000.000.000.000.000.271.4

PERCENT

205%

0.000.000.000.000.000.000.000.010.48



250%

520%

10 10%

254%

50 2%

100 1%

4320 11400 19400 34900


51500 73800



137

15306090


250%

299020301050561339208165

520%

7280479025101430847518398

1010%

122007780418025301480897665

254%

222001350075104980287017101200

502%

3340019500112007990457026801800

1001%

48900276001640012600712041002640

1%

1950

5% 10%

131



15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%

0.00

99.9%

0.00361 78 56 34 22 13 6.6 2.8 0.47 0.01 0.00 0.00 0.00

286

10*

ro

oo

Q Z

O LJ

Q

_ Hi m ID

O

10*

LJ

O a:I

10°

O

to a<4

10"1

10r-2

20-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BER

073

1350

0

STR

EAM

FLO

W U

NR

EGU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

31

- D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

ch

arg

e v

alu

es f

or

Be

av

er

Cre

ek

nea

r W

au

rik

a,

Okl

aho

ma,

wa

ter

years

1

95

8-1

97

6 (s

tre

am

flo

w

un

reg

ula

ted

).

RED RIVER BASIN

07315500 RED RIVER NEAR TERRAL, OK

LOCATION.--Lat 33°52'43", long 97"56'03", Jefferson County, Hydrologlc Unit 11130201, on left bank at downstream side of bridge abutment on U.S. Highway 81, 0.5 ml downstream from Chicago, Rock Island, and Railroad Co. bridge, 1.2 ml south of Terral, 3.6 ml downstream from Little Wlchlta River, and at mile 872.

DRAINAGE AREA.--28,723 ml2 , of which 5,936 ml 2 probably Is noncontrlbuting.

PERIOD OF RECORD.--January 1938 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS.--Many small diversions for Irrigation, oil field, and municipal uses upstream from station.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPKILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

2290092203520260034607740165004360037500808092707910

7110

MINIMUM(CFS)

1081029177

13666142134517158155109

523

MEAN(CFS)

297013107345838251040210064105120154011201690

2130


507017408195008291300326085006040175015101740

1460


1.71.31.10.861.01.21.51.31.21.11.31.0

0.69

PERCENTF OF

ANNUALRUNOFF

11.75.12.92.33.24.18.3

25.220.16.14.46.6

100



13714306090120183




2 550% 20%

122 78129 84140 92153 100191 121253 154306 184387 216672 328

1010%

6267748097

121145162227

205%

515662678299

120128168



2 50%

520%

10 10%

254%

50 2%

100 1%

41300 71300 95300 130000 160000 192000




137

15306090


250%

37400301001960012500803051603980

520%

6780054800359002370016000102007640

1010%

93300750004930032900230001500011100

254%

1320001050006940046700341002330016800


502%

1660001310008650058500441003130022300

1001%

20400016000010600071600556004130028900



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

31800 9000 4290 2600 1770 1010 671 498 388 300 225 155 118 95 83 55

288

00

CD

Q

O CO DC

Ld a. LJ

LJ

U.

O 00

ID

O Ld

O O to Q

104

r

10

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

073

1550

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

V*:

'-X

./ -

...

, .-.

/ .-

'/ "

" .

.....

.../

"' ./

*."

*.

..-. .

«. *

.'"

* '

f-+

_

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

32

. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e v

alu

es

fo

r R

ed

Riv

er

nea

r T

err

al,

O

klah

om

a,

wate

r years

1

94

6-1

98

4

(str

eam

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07315700 MUD CREEK NEAR COURTNEY, OK

LOCATION.--Lat 34 000'20", long 97"34 I 00", in NW 1/4 SE 1/4 sec.25, T.6 S., R.4 W., Jefferson County, Hydrologic Unit, 11130201, on downstream side of bridge on State Highway 89, 4.0 mi downstream from North Mud Creek, 6.0 mi northwest of Courtney, and at mile 11.5.





MONTH


MAXIMUM(CFS)

1220854312151411411116036701160279293570

MINIMUM(CFS)

0.000.000.010.000.160.000.163.40.020.000.000.00

MEAN(CFS)

10197462255

115174456291272781

STAN DARD

DEVIATION(CFS)

24819779411061282847793536862149


2.52.01.71.82.01.11.61.71.22.52.31.8

PERCENTOF

ANNUALRUNOFF

6.86.53.11.53.77.7

11.730.619.51.81.85.4

ANNUAL 518 19 124 120 0.97 100



137

14306090120183



250%

0.000.000.000.000.030.471.24.1

15

520%

0.000.000.000.000.000.000.100.312.4

1010%

0.000.000.000.000.000.000.000.040.75

PERCENT

205%

0.000.000.000.000.000.000.000.000.27



2 50%

520%

10 10%

254%

50 2%

100 1%

4510 10600 17000 29100 41600 58000





520%

10 10%

254%

50 2%

100 1%

137

15306090

356028201640931551325238

74205440319019201190708514

1100076204530281018001070780

170001080066104230284016701230

226001360084505510383022301660

2920016600106006990504028902190



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2750 561 137 62 34 14 6.9 3.6 1.6 0.53 0.14 0.01 0.00 0.00 0.00 0.00 0.00

290

CD

10

* E

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

.. 50

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

073

1570

0

STR

EA

MFL

OW

UN

RE

GU

LATE

D

..; v

1 i

j__j

_

, "

j?

-1*

'-i

- JL

'A. -J

\J

l- ML

_ jLO

CT

NO

V

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

1

33

. D

ura

tio

n hyd

rogra

phs

of

daily

d

isch

arg

e va

lues

for

Mud

C

ree

k near

Court

ney,

O

kla

ho

ma

, w

ate

r ye

ars

1966-1

984 (s

tre

am

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07316000 RED RIVER NEAR GAINESVILLE, TX

LOCATION.--Lat 33°43'40", long 97°09'35", In SW 1/4 sec.36, T.9 S., R.1 E., Love County, Okldhomd, Hydrologic Unit11130201, near center of span on downstream side of bridge on U.S. Highway 77, 0.2 ml downstream from Gulf, Colorado and Santa Fe Railway Co. bridge, 5.0 ml downstream from Fish Creek, 4.5 ml southwest of Fhackervllle, Oklahoma, 7.0 ml north of Galnesvllle, and at mile 791.5.

DRAINAGE AREA.--30,782 ml 2 of which 5,936 ml 2 Is probably noncontrIbutlng.

PERIOD OF RECORD.--May 1936 to current year. Monthly discharge only for some periods, published in WSP 1311.

REMARKS.--Some regulation since 1922 by Lake Kemp, In Texas; since 1946 by Lake Altus; since 1946 by Lake Klckapoo In Texas; since 1967 by Lake Arrowhead and Moss Lake, also In Texas, and by numerous floodwater-retarding structures; since 1975 by Tom Steed Lake; flow cummulatIvely regulated since 1977 with the Inclusion of Waurlka lake.



MONTH


ANNUAL

MAXIMUM(CFS)

31100140005420343079601370026400478004350098601290011600

8360

MINIMUM(CFS)

11913712582

15191153204640166163108

651

MEAN(CFS)

34901870107084313301700319074506480202013802130

2750

STAN DARD

DEVIATION(CFS)

57602600124078916002410488094607590210021402230

1900


1.71.41.20.941.21.41.51.31.21.01.51.0

0.69

PERCENTOF

ANNUALRUNOFF

10.65.73.22.64.05.29.7

22.619.76.14.26.5

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOD Of RECORD 1938-76


137

14306090120183




2 550% 20%

162 103166 105173 109186 117237 143329 191416 229534 269906 406

1010%

81838692112143168187265

, ANDPERCENT

205%

6768707691113no138185



250%

520%

10 10%

254%

502%

100 1%

46600 79500 10400 137000 162000 189000



PERIOD (CON-SFfll

TIVEDAYS)

137

15306090


250%

41800339002240014200943063304970

520%

7280061300407002630018600126009650

1010%

96700830005560036400269001840013900

254%

1 300001140007730051600401002810020900

502%

1570001 390009550064800520003740027300

1001%

1860001670001 1 600079500660004860035000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

39000 11400 5850 3670 2670 1520 990 693 525 398 280 186 144 112 101 87 64

292

ro CO

CO

10s

Q

O ft

104

LJ

OL. LJ

L

J L

u a io3

m o z:

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I i i

STAT

ION

NU

MB

ER

07

31

60

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

LJ

O o CO

Q

1C

f r

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

134. D

ura

tion h

yd

rog

rap

hs o

f daily

dis

charg

e va

lue

s fo

r R

ed R

ive

r n

ea

r G

ain

svill

e,

Te

xas,

w

ate

r years

1

94

8-1

97

6

(str

ea

mflo

w u

nre

gu

late

d).

RED RIVER BASIN

07316500 WASHITA RIVER NEAR CHEYENNE, OK

LOCATION. --Lat 35 0 37'35", long 99"40'05", in SE 1/4 sec.5, T.13 N., R.23 W., Roger Mills County, Hydrologic Unit11130301, on left bank on downstream side of bridge on U.S. Highway 283, 0.5 mi downstream from Sergeant MajorCreek, 1.0 mi north of Cheyenne, 5.2 mi upstream from Dead Indian Creek, and at mile 543.9.






MONTH

OCTOBERNOVFMBI.RDLCLMULUJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSFPTEMBFR

ANNUAL

MAXIMUM(CFS)

2486265524491

30572446213011088

122

MINIMUM(CFS)

0.000.000.000.000.000.000.242.60.220.000.000.00

4.9

MEAN(CFS)

31111314162156

16211727209.9

42

STAN DARD

DEVIATION(CFS)

71171714142267

191149323019

32


2.21.51.31.00.861.01.21.21.31.21.51.9

0.77

PERCENT OF

ANNUALRUNOFF

6.32.12.62.73.24.311.332.423.55.44.12.0

100



137

14306090120183



250%

0.000.000.000.000.000.000.612.15.0

520%

0.000.000.000.000.000.000.000.000.68

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YLARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

1010%

254%

502%

100 1%

5500 15400 26800 49100

OKLAHOMA WEIGHTED SKEW - 0.138

73000 105000



137

15306090


250%

148076741724616711388

520%

33401710903537395253190

1010%

488025101320784619379279

254%

7070368019301150998576416


502%

88304640245014501360750534

1001%

107005650301017901790946666



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

665 142 67 44 34 20 13 6.4 1.2 0.08 0.06 0.03 0.01 0.01 0.00 0.00 0.00

294

CD

cn

Q.

O

CD O LJ

O o

10*

E

Q

,§

K

f

1Cf

uu £ a

itf

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

31

65

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

135. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

ch

arg

e v

alu

es

fo

r W

ash

ita R

iver

nea

r C

hey

enn

e,

Okl

aho

ma,

wat

er y

ears

1942-1

960 (

stre

amfl

ow

un

reg

ula

ted

).

RED RIVER BASIN

07316500 WASHITA RIVER NEAR CHEYENNE, OK--Contlnued



MONTH

OCTOBERNOVLMI1LRDECt'MHLRJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

144273933356354

348203621535

57

MINIMUM(CFS)

0.000.000.000.031.52.21.10.000.010.000.000.00

2.6

MEAN(CFS)

116.18.19.2

14182351426.82.83.1

16

STAN DARD

DEVIATION(CFS)

317.59.68.3

1014159255134.97.7

14


2.81.21.20.900.720.770.631.81.31.91.72.5

0.87

PERCENT OF

ANNUALRUNOFF

5.73.14.24.77.29.311.926.021.43.51.51.6

100



13714306090120183



250%

0.000.000.000.000.000.000.130.601.9

520%

0.000.000.000.000.000.000.000.000.16

1010%

0.000.000.000.000.000.000.000.000.00

205%

0.000.000.000.000.000.000.000.000.00



2 50%

520%

10 10%

254%

50 2%

100 1%

1010 2720 4540 7820


11100 15100

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PLRIOD Oh RECORD 1961-84


13715306090


250%

37522012776503529

520%

8104652731721147660

1010%

114066040727518212091

254%

1560920620466311203146


502%

18801120812667447291203

1001%

218013301030931629408276



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

208 52 33 25 20 13 7.4 3.9 2.1 0.09 0.01 0.00 0.00 0.00 0.00 0.00 0.00

296

ro

CD

Q Z

O en on

bJ CL

bJ

O m O LJ

O ct:

< o Q

10s

10*

101

i 10°

W io-

1

10k-2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

73

16

50

0

STR

EA

MFL

OW

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

136. D

ura

tion h

yd

rog

rap

hs

of

da

ily dis

charg

e valu

es fo

r W

ash

ita

R

iver

near

Ch

eye

nn

e,

Okla

ho

ma

, w

ate

r ye

ars

1966-1

984 (s

tream

flow

re

gula

ted).

RED RIVER BASIN

07319500 SANDSTONE CREEK NEAR BERLIN, OK

LOCATION.--Lat 35°30'26", long 99"33'27", on west line of NW 1/4 NW 1/4 sec.20, T.12 N., R.22 W., Beckham County, on left bank 50 ft downstream from county road bridge, 5.5 ml northeast of Berlin.

DRAINAGE AREA.--44.9 ml2 of which 4.0 ml 2 Is noncontrlbutlng.


REMARKS.--Flow regulated since 1951 by numerous floodwater-retardlng structures.



MONTH


ANNUAL

MAXIMUM(CFS)

167.19.47.8

1411227030138.19.2

8.6

MINIMUM(CFS)

0.000.000.000.000.000.000.140.030.320.070.000.00

0.19

MEAN(CFS)

2.82.02.32.22.72.44.5127.22.81.41.8

3.7

STAN DARD

DEVIATION(CFS)

4.02.02.62.33.32.55.5

217.43.91.92.7

2.8


1.40.991.11.01.21.01.21.81.01.41.31.5

0.75

PERCENT OF

ANNUALRUNOFF

6.44.55.25.16.25.5

10.226.916.56.33.34.1

100



13714306090120183



250%

0.060.090.120.190.360.500.660.851.2

520%

0.000.000.000.000.000.040.150.220.41

1010%

0.000.000.000.000.000.000.060.100.22

PERCENT

?05%

0.000.000.000.000.000.000.030.050.12



250%

520%

10 10%

254%

502%

100 1%

676 1540 2430 4020


5610 7620

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON ItKIOD Ol HLCOHI) 1953-72


13715306090


250%

95532816117.46.1

520%

2081267442281814

1010%

32220112872462821

254%

527335236131814632


502%

7334683561961166342

1001%

9966355212851618554



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%

53 9.4 6.0 4.2 3.3 2.3 1.6 1.3 0.95 0.66 0.34 0.01 0.00 0.00 0.00 0.00

99.9%

0.00

298

663


Q.

«QC

CO

O Ox c

If"

23

<D 3- B> to

S o-*«

(0 d 01 <»

%4 wINJ g.

(D CD3

w

O

O

B

m DO

noxO

c -z. m

O3 (D

O 1o(D

3 (D

00 (D

>

O

(Am no

i i > i mil i i i i i nil

\ \\l\T\

00 Ul N)O O O

I I I-0 TJ TJn n rn 3D 3D 50 000

333888 n n n m n n ooo

ooo n n nTJ TJ TJ3D 3D 3D 000 00 00 00

C C

?o z

*> 3 m **o q c ^ F= w

i i i i ml i i i i i nil i i i i i in

RED RIVER BASIN

07323000 SANDSTONE CREEK NEAR CHEYENNE, OK

LOCATION.--Lat 35 e 33'10", long 99 0 31'50", on south line of SE 1/4 SE 1/4 sec.34, T.13 N., R.22 W., Roger Mills County, near left bank on downstream side of pier on county road bridge, 4.5 ml upstream from Wildcat Creek, 9.1 ml southeast of Cheyenne, and at mile 6.0.

DRAINAGE AREA.--87.1 ml 2 , of which 4.0 ml 2 Is probably noncontributlng.

PERIOD OF RECORD.--April 1951 to June 1974.

REMARKS.--Some diversions for Irrigation above station. Flow regulated since 1951 by numerous floodwater-retardlng structures.



MONTH


MAXIMUM(CFS)

3314231733244212763292516

MINIMUM(CFS)

0.000.040.050.030.100.170.000.000.500.000.000.00

MEAN(CFS)

5.53.34.13.54.54.18.2

18125.33.34.0

STAN DARD

DEVIATION(CFS)

8.33.75.44.17.05.3

1032147.66.35.4


1.51.11.31.21.61.31.21.81.11.41.91.3

PERCENTOF

ANNUALRUNOFF

7.34.45.44.65.95.4

10.823.915.86.94.45.3

ANNUAL 17 0.69 6.3 5.1 0.81 100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOD OF RECORD 1953-74


137

14306090120183



250%

0.060.070.110.160.260.531.11.42.4

520%

0.000.000.000.000.000.030.160.380.55

1010%

0.000.000.000.000.000.000.000.100.20

205%

0.000.000.000.000.000.000.000.000.07



2 50%

520%

10 10%

254%

502%

1001%

1220 2390 3420 5070


6570 8320



137

15306090


250%

187944927181210

520%

41020511563422722

1010%

639320191104694433

254%

10505333401871227453


502%

147075350528017910572

1001%

2000104073241025614797



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%1% 99.9%

0.0089 20 11 8.1 6.3 3.8 2.7 1.9 1.2 0.68 0.23 0.01 0.00 0.00 0.00 0.00

300

CO o

Q Z

O a en Ld

Q

_

O m

^

o Ld o o

(/) Q

10s

P

101

10°

1CT1

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

73

23

00

0

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

38

. D

ura

tio

n hydro

gra

phs o

f daily

d

isch

arg

e v

alu

es

for

Sandst

one C

reek

near

Ch

eye

nn

e,

Okl

ah

om

a,

wa

ter

yea

rs

19

55

-19

73

(s

tre

am

flo

w re

gu

late

d).

RED RIVER BASIN

07324200 WASHITA RIVER NEAR MAMMON, OK

LOCATION.--Lat 35°39'23", long 99°18'21", on west line of sec. 26, T.14 N., R.20 W., Custer County, Hydrologlc Unit 11130301, on right bank near county road bridge, 2.2 ml downstream from Quartermaster Creek, 4.7 ml northeast of Hammon, and at mile 494.5.



REMARKS.--Flow regulated since 1961 by numerous floodwater retarding structures.




STAN DARD DEVIA-



OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER

ANNUAL

41863441721091317553271355631

103

0.000.000.000.000.000.000.000.010.000.030.000.00

0.49

7.2129.0

1318264113810121117.5

34

11229.9

13192835

21010536179.7

28

1.5 1.8 1.1 0.991.01.10.871.51.01.71.51.3

0.83

1.82.92.23.14.56.5

10.134.124.95.32.71.9

100



13714306090120183



250%

0.000.000.000.000.301.32.32.53.6

520%

0.000.000.000.000.000.000.000.070.20

1010%

0.000.000.000.000.000.000.000.000.01

PERCENT

205%

0.000.000.000.000.000.000.000.000.00



250%

520%

10 10%

254%

502%

100 1%

928 1950 2940 4620


6240 8230



137

15306090


250%

65648531019813810279

520%

16001180797524342233174

1010%

232016901180789488310228

254%

3202232016601140660385281


502%

3820274020001390770426308

1001%

4370313023201630866455329



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

508 124 64 43 33 22 14 8.5 3.7 0.75 0.11 0.01 0.00 0.00 0.00 0.00 0.00

302

CO o GO

104

o -z.

o

o

1Cf

y 10'

Z>

O Ld

O at:

<£

10"

Q

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

32

42

00

STR

EAM

FLO

W R

EGU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

39

- D

ura

tio

n hydro

gra

phs o

f d

aily

dis

charg

e va

lues

for

Wasita R

iver

near

Mam

mon

, O

kla

ho

ma

, w

ate

r years

1976-1

984 (

str

eam

flow

re

gu

late

d).

RED RIVER BASIN

07324400 WASHITA RIVER NEAR FOSS, OK

LOCATION.--Lat 35°32'20", long 99°10'10", In SW 1/4- SW 1/4- sec.1, T.12 N., R.19 W., Custer County, Hydrologlc Unit 11130302, on left bank on downstream side of pile bent of county road bridge, O.k mi downstream from Oak Creek, 0.9 ml downstream from Foss Dam, 2.5 ml west of Stafford, 6.0 ml north of Foss, and at mile 473.5.


PERIOD OF RECORD.--March 1956 to April 1957, February to December 1958, July 1961 to current year.

REMARKS.--Flow regulated since 1961 by Foss Reservoir.

STREAMFLO* REGULATED



!> MONTH


ANNUAL

1AXIMUM (CFS)

3096014112634

1814477632607632

117

MINIMUM (CFS)

0.150.280.360.560.600.571.61.11.32.33.10.46

3.9

MEAN (CFS)

219.75.85.56.18.7

1752

10537208.4

25

TION (CFS)

63123.32.75.79.0

3697

20661188.2

31

VARI ATION

3.01.30.560.500.931.02.11.92.01.70.890.97

1.2

ANNUAL RUNOFF

7.13.31.91.92.12.95.917.635.412.46.72.9

100



137

1*306090120183



250%

0.951.11.21.62.33.24.34.75.8

520%

0.270.310.360.480.7^1.11.71.92.4

1010%

0.130.160.180.240.360.560.911.11.4

205%

0.070.080.100.130.180.300.500.610.87



2 50%

520%

10 10%

254%

50 2%

100 1%

890 1460 1830


2280 2590 2880


PERIOD (CON-

TIVEDAYS)

137

15306090


250%

43824715696593830

520%

78752739027418111384

1010%

1030765635490351219160

254%

134011201070932761476341


502%

15701420140013501300820580

1001%

179017501700160015001370961



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

613 72 24 15 11 8.7 7.2 6.1 4.9 3.! 2.6 1.2 0.52 0.26 0.22 0.17 0.09

304

CO o

en

O

O

LJ LU

Q.

LU

LU

l_i_

O DD Z)

O

102

101

LU

O

G£ I

irf

to Q

Iff

I

I I I I

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

j__

__

I i i

STAT

ION

NU

MB

ER

07

32

44

00

STR

EA

MFL

OW

REG

ULA

TED

f ' >

. r.

r. *

lt\

V %'

*. "*.

.«V

'. .'

. ' *

.. w

11 v

t'

.' ..V

r

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

1

40

. D

ura

tio

n h

ydro

gra

ph

s o

f daily

dis

charg

e va

lue

s fo

r W

asita

R

ive

r near

Fo

ss,

Okl

ahom

a,

wa

ter

years

1966-1

984 (

str

eam

flow

re

gula

ted).

RED RIVER BASIN

07325000 WASHITA RIVER NEAR CLINTON, OK

LOCATION.--Lat 34 C 31'52", long 98 C 57'57", in SW 1/4 NE 1/4 sec.11, T.12 N., R.17 W., Custer County, Hydrologlc Unit 11130302, on downstream side of pier of bridge on U.S. Highway 183, 0.5 ml north of Clinton, 0.8 ml upstream from Beaver Creek, 4.8 mi downstream from Barnitz Creek, and at mile 447.4.


PERIOD OF RECORD. October 1935 to current year. Monthly discharge only for some periods, published in WSP 1311.

REMARKS.--Flow regulated since February 1961 by Foss Reservoir and by numerous floodwater-retard Ing structures.



MONTH


MAXIMUM(CFS)

90626725016441225288218601230581311367

MINIMUM(CFS)

0.070.211.40.562.11.52.7

17190.370.000.00

MEAN(CFS)

1224436365954

2085433641357774

STAN DARD

DEVIATION(CFS)

22064564310063

2525693361218595


1.81.51.61.21.71.21.21.00.920.901.11.3

PERCENTOF

ANNUALRUNOFF

7.02.52.02.13.43.1

11.931.020.87.74.44.2

ANNUAL 341 23 146 93 0.64 100


PERIOD(CON-

TIVEDAYS)

137

14306090120183



250%

2.93.63.44.06.8

11182032

520%

0.000.140.270.401.12.53.03.87.9

1010%

0.000.000.000.000.000.530.771.23.2

PERCENT

205%

0.000.000.000.000.000.000.200.371.4



2 50%

520%

10 10%

254%

50 2%

100 1%

7740 18300 29900 52000


75800 108000


PERIOD (CON- SECU-TIVE 2 DAYS) 50%


520%

10 10%

254%

50 2%

100 1%

137

15306090

4640289017501000632422329

86905410321018501220819624

1210074804300250016901150861

172001050057603380235016501200

217001310069004070388020801480

267001600080604790345025601780



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2530 568 245 149 111 62 38 26 16 11 6.0 2.2 0.63 0.09 0.05 0.02 0.00

306

CO

O -si

1CP

9

10*

O

O LJ

LJ

O.

LJ

LJ O CD =>

O UJ

O on

< O

101

5

ID'1

10r-

2

T

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

TT

STA

TIO

N N

UM

BE

R 0

7325000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

.»( ^r»"/\A

/Y

.'?"'.V

V-'

*v;

* ' /

.:

} v

V'--

V\A *

\r^

x

I \r

.\

( f

. '

VI

y.

*»

* '

*^»

\ ,\

l

'! l

( "

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

141. D

ura

tion hydro

gra

phs of

da

ily d

isch

arg

e valu

es fo

r W

asita R

ive

r n

ea

r C

linto

n,

Okla

hom

a,

wate

r ye

ars

1942-1

960 (s

tream

flow

u

nre

gu

late

d).

RED RIVER BASIN

07325000 WASHITA RIVER NEAR CLINTON, OK--Continued



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYH.HRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

40028410382

109126166

1180951375200254

204

MINIMUM(CFS)

3.34.25.74.87.06.29,64.14.46.46.05.9

14

MEAN(CFS)

56482726293950

145176665150

64

STAN DARD

DEVIATION(CFS)

88652318223343

241236965665

49


1.61.40.840.700.770.840.861.71.31.51.11.3

0.77

PERCENT OF

ANNUALRUNOFF

7.46.33.53.43.75.16.519.023.08.66.76.5

100



137

14306090120183



250%

3.94.65.56.28.1

11161822

520%

0.771.01.42.24.16.28.69.4

11

1010%

0.110.340.531.12.94.66.06.68.1

205%

0.000.040.220.602.13.54.34.96.1



2 50%

520%

10 10%

254%

50 2%

100 1%

2000 3490 4730


6630 8310 10200




520%

10 10%

254%

50 2%

100 1%

137

15306090

130078447428318612699

24301500972624425279212

337021401420967678438327

47603170215015701150729532

595041002820217016301030740

7260519036102930226014201000



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

882 235 109 69 52 36 29 23 19 14 10 6.0 4.0 2.3 1.7 1.0 0.12

308

CO o CD

1Cf

Q Z

O

10f

a:

LJ

a. LJ £ | 1°°

o LJ

O O t/2 Q

10'

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

32

50

00

STR

EA

MFL

OW

REG

ULA

TED

' .,

. '..

i'':*.

' '"

** *

\ 'I

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

142. D

ura

tion h

ydro

gra

phs

of

da

ily d

isch

arg

e v

alu

es

for

Wasi

ta R

ive

r n

ea

r C

linto

n,

Okl

ah

om

a,

wa

ter

years

1

96

6-1

98

4 (

stre

am

flow

re

gu

late

d).

RED RIVER BASIN

07325500 WASHITA RIVER AT CARNEGIE, OK

LOCATION.--Lat 35°07'02", long 98°33 I 49", In NW 1/4 NW 1/4 sec.3, T.7 N., R.13 W., Caddo County, Hydrologlc Unit11130302, on downstream side of right pier of bridge on State Highway 9, 1,300 ft upstream from Running Creek, 2.7 mi east of Carnegie, and at mile 353.9. Records include flow of Running Creek.

DRAINAGE AREA.--3,129 ml2 , Includes that of Running Creek.


REMARKS.--Some diversion above station for Irrigation. October 1942 to May 1949, occasional fluctuation caused by powerplant at Carnegie, 7.5 ml above station. Some regulation by Foss Reservoir since February 1961, and by numerous floodwater-retardlng structures.




STAN DARD



PERCENTOF

ANNUAL RUNOFF


ANNUAL

2050431636385913438

2030336025601350868584

706

4.11115151316294266393.91.4

88

332939886

1271204551040753349170127

314

57697

13487

2051186041090663329186146

181

1.71.01.41.01.60.981.31.00.880.941.11.2

0.58

8.82.52.62.33.43.2

12.127.820.09.34.53.4

100



137

14306090

120183

DISCHARGE, IN CFS, FOR INI)ICA(EI) RECURRENCE INTERVAL, IN YEARS, AND


250%

181921233143485576

520%

6.26.67.48.2

1114212532

1010%

2.32.93.84.25.57.1

131621

IN PERCENT

205%

0.851.32.02.33.03.79.2

1115



2 50%

520%

10 10%

254%

50 2%

1001%

9210 17000 23600 33700 42600 52700




137

15306090


250%

65105470366022901430911729

520%

12000928061803870259016301280

1010%

171001230080104980348022301710

254%

2580016600104006410473031102320

502%

3420020300123007480573038702820

1001%

4460024300142008550679047203350



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4870 1390 583 357 252 150 91 70 55 44 31 19 14 6.6 3.7 1.4 0.60

310

CO

O

O LJ

LJ

CL t LJ

L

_ O CD

Z>

O LJ

O o:

104

1Cf

5 10'

Q

10°

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

r~

STAT

ION

NU

MB

ER

07

32

55

00

JS

TRE

AM

FLO

W U

NR

EG

ULA

TED

J

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

143. D

ura

tio

n

hyd

rog

rap

hs

of

da

ily

d

isc

ha

rge

va

lue

s

for

Wasit

a

Riv

er

near

Ca

rne

gie

, O

kla

ho

ma,

wate

r y

ea

rs

19

42

-19

60

(s

tre

am

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07325500 WASHITA RIVER AT CARNEGIE, OK--Continued


MONTH






ANNUAL

2150105027829340168712702990209011505571590

603

2227343637341110947.1

1516

73

305215115109120149206610549204149262

250

480261706276138240785498269143360

134

1.61.20.600.560.630.921.21.3 0.911.3 0.961.4

0.54

10.27.23.83.64.05.06.9

20.418.36.85.0

100



137

14306090120183



250%

1920222635536980

102

520%

4.14.55.78.3

1629434856

1010%

1.11.42.03.69.9

20333641

205%

0.080.140.260.776.614272932



250%

520%

10 10%

254%

502%

1001%

4670 9320 14100


22900 32100 44200



137

15306090


250%

4070340022401430924608479

520%

758063904270285018301140858

1010%

10800895059304060258015601150

254%

160001290083705860368021601560

502%

2100016300104007410460026601900

1001%

2690020200126009130560031902260



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3320 934 457 288 218 160 123 97 78 61 45 29 20 11 6.3 3.1 0.12

312

CO

CO

10*

Q Z o o:

ui

o_ I Irf

o LJ

O o1C

f

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUT

Y

........ 5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

I i i

STA

TIO

N N

UM

BE

R 0

73

25

50

0

STR

EA

MFL

OW

RE

GU

LATE

D

/v

v'.-

.«,

',1'

i1 fl

-

" * :

.- .-

/i

* (it

r*

.

/

.';

-. .".

- / ^

/

^ \

". -

:;:

::

; -\

.: \

i ,

i *

., ' ,»,

\i »

Vi

A *

' '»

' *

<t"t-v

I /

X ,f\

i/%

*

"'

Nl"

j \

jiy

Vj

^

i^r

j-/i l

i p-

3

^. i

f »

/'

' r'

.' i

i »

^ / '

-f

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

144. D

ura

tion h

yd

rog

rap

hs

of

da

ily d

isch

arg

e valu

es fo

r W

ashita R

ive

r a

t C

arn

eg

ie,

Okla

hom

a,

wa

ter

ye

ars

1966-1

984 (s

tream

flow

re

gu

late

d).

RED RIVER BASIN

07325800 COBB CREEK NEAR EAKLY, OK

LOCATION.--Lat 35"17'26", long 98°35'38", in NW 1/4 NE 1/4 sec.5, T.9 N., R.13 W., Caddo County, Hydrologlc Unit 11130302, near left downstream abutment of bridge, on State Highway 152, 0.5 mi downstream from Fivemile Creek, mi southwest of Eakly, 3.0 mi upstream from Fort Cobb Reservoir, and at mile 22.9.






MONTH


ANNUAL

MAXIMUM(CFS)

8786372837

11284

225111858647

48

MINIMUM(CFS)

4.36.14.98.89.08.45.32.87.81.00.902.2

10

MEAN(CFS)

181815151523205034131414

21

STAN DARD

DEVIATION(CFS)

22198.94.76.4

25185633202214

10


1.21.10.580.310.431.10.911.10.981.61.51.0

0.49

PERCENT OF

ANNUALRUNOFF

7.47.16.26.06.09.28.0

20.213.55.15.65.6

100



13714306090120183



250%

1.51.61.72.23.54.96.98.2

11

520%

0.350.360.450.871.72.94.14.96.6

1010%

0.000.090.180.511.12.22.93.75.2

205%

0.000.000.080.300.751.72.23.04.3



2 50%

520%

10 10%

254%

50 2%

100 1%

2050 3670 5060 7220


9150 11400



13715306090


250%

737383213112704637

520%

14207183692021247760

1010%

195096447427016610179

254%

27101290602363226138109


502%

33201530693436275170135

1001%

39701780779513328204166



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

279 47 27 20 18 14 12 11 9.1 7.2 5.2 3.4 2.3 0.97 0.52 0.23 0.02

314

9l£


COC ^ CD

03 <=

CD

00 o*fc -* x> a (0 fi)*+ 3 <

^ »-i (QO (D

? 2 51(D (Da co

Ooo- o-

o (D (D5T

CDfi)^

m CD

3-

O3 CD

O Q

O

O

m

1c z m

>

tom

53 53 o o orn mnoooz z zooo n rn-o -o3D 3D 20 000 CD DO DO

RED RIVER BASIN

07326000 COBB CREEK NEAR FORT COBB, OK

LOCATION.--Lat 35°08'37", long 98°26'33", In NE 1/4 NE 1/4 sec.27, T.8 N., R.12 W., Caddo County, Hydrologic Unit 11130302, on left bank 10 ft upstream from county road bridge, 0.3 mi upstream from Punjo Creek, 1.2 ml downstream from Fort Cobb Dam, 3.0 mi north of Fort Cobb, and at mile 5.8.

DRArNAGF AREA.--313 ml 2 . Area at site used prior to Oct. 1, 1969, 319 ml 2 .

PERIOD OF RECORD.--October 1939 to current year. Monthly discharge only for some periods, published in WSP 1311. Prior to October 1960, published as Pond Creek near Fort Cobb.

REMARKS.--Flow regulated since March 1959 by Fort Cobb Reservoir.



MONTH


ANNUAL

MAXIMUM(CFS)

193545756

11299

2406763061729590

99

MINIMUM(CFS)

5.49.2

1214181926158.05.61.20.52

26

MEAN(CFS)

35263234414275

121101522222

50

STAN DARD

DEVIATION(CFS)

4913141221186115184562425

21


1.40.490.440.350.500.440.821.20.841.11.11.2

0.43

PERCENT OF

ANNUALRUNOFF

5.84.35.35.76.86.912.520.116.78.63.63.6

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASFO ON PERIOD OF RECORD 1941-58


137

14306090120183

DISCHARGERECURRENCE

, IN CFS,INTERVAL



250%

7.77.98.48.9

520%

3.13.23.43.7

10 4.5131517

5.57.18.9

23 13

1010%

1.51.61.72.02.43.04.55.98.9

, ANDPERCENT

205%

0.720.740.811.01.31.72.94.16.6



250%

520%

10 10%

254%

50 2%

1001%

4330 10500 17500 31200


46200 66600



137

15306090


250%

169095750528417612098

520%

31401630836461284191151

1010%

464023001160631384250193

254%

742035301710924554337255

502%

10300481022701220717413306

1001%

14200650029901590920500364



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

640 110 60 49 43 36 31 26 22 18 13 8.5 5.7 2.8 1.! 0.69 0.28

316

CO

10*

P

O z

o LJ Q_

10s

o CD ID

O LJ O o:

< o1C

f

1Cf

20-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

80-P

ER

CE

NT

EXC

EED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BER

07

32

60

00

STR

EAM

FLO

W U

NR

EGU

LATE

D

/

V.

"

\;>

l -«

'

"'

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

146. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e

va

lue

s

for

Co

bb

C

ree

k

nea

r F

ort

C

ob

b,

Okl

aho

ma,

w

ate

r y

ea

rs

1940-1

958

(str

eam

flo

w

un

reg

ula

ted

).

RED RIVER BASIN

07326000 COBB CREEK NEAR FORT COBB, OK--Contlnued



MONTH


ANNUAL

MAXIMUM(CFS)

308164631391315687143528197211157

85

MINIMUM(CFS)

2.01.61.62.02.12.12.02.01.50.911.51.1

2.3

MEAN(CFS)

18147.2

101311101766181514

18

STAN DARD

DEVIATION(CFS)

6136142727152131

122454137

20


3.52.52.02.62.01.42.11.81.82.42.72.7

1.1

PERCENT OF

ANNUALRUNOFF

8.26.73.44.86.25.04.88.130.98.57.16.4

100



137

14306090120183



250%

1.31.41.61.71.92.22.32.52.9

520%

0.770.870.971.21.51.81.81.92.4

1010%

0.530.600.660.991.31.61.71.71.9

205%

0.370.420.450.811.11.41.61.61.8



2 50%

520%

10 10%

254%

502%

1001%

376 868 1270


1810 2240 2660


PERIOD(CON-

TIVEDAYS)

137

15306090


250%

24519413986553325

520%

71767950730918810575

1010%

12001100911555337185131

254%

201019001590981601329233


502%

2750260022001370853470334

1001%

36103400289018301150642461



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

466 58 14 4.9 4.4 3.6 3.3 2.9 2.6 2.4 2.1 1.f 1.5 1.2 0.99 0.71 0.25

318

618


Q.

(QC ^ CD

oi C5T p3" 21

i§

CD CO -i -i 0)

< 13 0 3T0) CO

CO O *«

2 a- S »

3 0) <3 »2 cO CD

(QE O0) O m °"

11 ^r^ o

CD CD

Oo

53 53 000m n m m m m o o oz z z000n n n-o

TO O O OGO CD 00

RED RIVER BASIN

07326500 WASHITA RIVER AT ANADARKO, OK

LOCATION.--Lat 35°05'06", long 98°14'35", In NW 1/4 sec.15, T.7 N., R.10 W., Caddo County, Hydrologic Unit 11130302 at left bank 100 ft upstream from bridge on U.S. Highway 281 at north edge of Anadarko, 8.1 ml upstream from Sugar Creek, and at mile 305.2.


PERIOD OF RECORD.--October 1902 to September 1908; Dune 1924 to Dune 1925, published as "near Anadarko", October 1935 to February 1938; October 1963 to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS. Flow regulated since March 1959, by Fort Cobb Reservoir, Foss Reservoir, and by numerous floodwater-retardlng structures.




IMONTH


ANNUAL

MAXIMUM (CFS)

28701060377310509612

14702590318011609611450

713

MINIMUM (CFS)

213742525551179.6

86132032

73

MEAN (CFS)

324244136138151186258666679256176233

287

TION (CFS)

6523008672104140298754724337207329

169

VARI ATION

2.01.20.630.520.690.751.21.11.11.31.21.4

0.59

ANNUAL RUNOFF

9.47.14.04.04.45.47.519.319.77.45.16.8

100



13714306090120183




2 550% 20%

25 4.325 5.727 7.433 1143 2164 3684 5297 58

117 67

1010%

1.02.23.35.3

1426404452

, ANDPERCENT

205%

0.000.921.62.89.8

19323542



50%5

20%10 10%

254%

502%

1001%

3450 7110 11500 21000


32500 49700




250%

520%

1010%

254%

502%

1001%

137

15306090

33003140229015101020685545

6830609044903140213013701050

10800875063204560309019501460

189001300090506730455028202070

2820017000114008620581035702570

41300216001390010700722044003125



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

3620 1130 517 349 267 190 146 119 95 75 56 41 29 15 8.1 4.9 0.95

320

GO

1C?

0

104

o

IUL

d

Ld

Q

_

Ld

L

u O CD ID

O Ld

O

103 10°

o

101

Q

10°

TT

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07326500

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

1

48

. D

ura

tio

n

hyd

rog

rap

hs o

f daily

dis

charg

e va

lue

s fo

r W

ash

ita R

ive

r a

t A

na

da

rko

, O

kla

ho

ma

, w

ate

r years

1

96

6-1

98

4 (s

tre

am

flo

w re

gula

ted).

RED RIVER BASIN

07327000 SUGAR CREEK NEAR GRACEMONT, OK

LOCATION.--Lat 35*10'30", long 98*15'20", in NW 1/4 NE 1/4 sec.16, T.8 N., R.10 W., Caddo County, on downstream side of county road bridge, 1.0 mi south of Gracemont, 2.1 mi downstream from Yellow Creek, 1.1 mi upstream from bridge on U.S. Highway 281, and at mile 9.9.






MONTH


MAXIMUM(CFS)

24332418307160177491416

235

MINIMUM(CFS)

0.001.21.73.45.01.31.71.70.290.000.000.00

MEAN(CFS)

6.27.09.38.1

12182133212.84.6

29

STAN DARD

DEVIATION(CFS)

7.88.66.34.08.0

202048164.46.4

66


1.31.20.680.490.641.10.921.50.761.61.42.3

PERCENTOF

ANNUALRUNOFF

3.64.15.44.77.210.412.319.112.31.62.716.7

ANNUAL 34 3.5 14 9.5 0.66 100



137

14306090120183



250*

0.000.000.000.000.100.501.93.04.2

520%

0.000.000.000.000.000.050.310.461.4

1010%

0.000.000.000.000.000.000.100.130.72

PERCENT

205%

0.000.000.000.000.000.000.030.040.41



2 50*

520*

10 10%

254%

50 2*

1001*

1520 3590 5720 9550


13400 18300



137

15306090



250*

41323212975473126

520*

11205953141711016349

1010%

19009965232761579369

254*

33801750930475256145103

502*

491025501380688358194133

1001%

689036001980972487255169



1* 5* 10% 15% 20% 30% 40* 50% 60% 70* 80* 90* 95% 98* 99% 99.5% 99.9%

172 43 26 18 14 9.9 7.1 5.1 3.2 1.7 0.55 0.09 0.04 0.02 0.01 0.00 0.00

322

Q z

o Ld

C

L

Ld

L

d

U.

O mCO ro CO

o Ld

O x

o

oo Q

10'

10*

10*

T 10

°

10"1

10k-2

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIU

TY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

32

70

00

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

DEC

JA

N

FEB

MAR

AP

R

MAY

JU

NE

JU

LY

AUG

SE

PT

Fig

ure

149. D

ura

tion hydro

gra

phs of

da

ily dis

charg

e v

alu

es f

or

Sugar

Cre

ek

near

Gra

cem

on

t,

Okl

ahom

a,

wate

r ye

ars

1966-1

974 (

str

ea

mflo

w r

egula

ted).

RED RIVER BASIN

07327490 LITTLE WASHITA RIVER NEAR NINNEKAH, OK

LOCATION.--Lat 34°56'41", long 97'57'08", in SE 1/4 SE 1/4 sec.32, T.6 N., R.7 W., Grady County, Hydrologic Unit11130302, at left bank on downstream side of bridge on U.S. Highway 81, 1.0 mi upstream from Rock Creek, 1.5 miwest of Ninnekah, 5.5 mi south of Chickasha, and at mile 8.4.



REMARKS.--Small diversions above station for irrigation. Flow regulated since 1974 by numerous floodwdter-retarding structures.



MONTHMAXIMUM(CFS)

MINIMUM(CFS)

MEAN(CFS)

STAN DARD

DEVIATION(CFS)


PERCENTOF

ANNUALRUNOFF

OCTOHERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER

ANNUAL

787421302470541301631883980

64

1.24.8 6.27.87.97.94.66.64.60.440.000.39

9.9

191711141522304437221120

22

26214.77.15.0

18154549581422

16

1.41.20.420.510.330.830.521.01.32.61.31.1

0.75

7.1 6.6 4.3 5.35.88.411.416.714.28.5 4.2 7.7



137

14306090120 183



250%

0.000.000.000.000.442.03.76.18.8

520%

0.000.000.000.000.000.481.02.76.3

1010%

0.000.000.000.000.000.190.451.65.2

PERCENT

205%

0.000.000.000.000.000.080.200.964.4

100



250%

520%

10 10%

254%

502%

100 1%

3130 6510 9800 15500


21000 27900



137

15306090


250%

786429212111684335

520%

16008203982091228163

1010%

2310111054329016511889

254%

34401490750412230182135


502%

44401780917516285245180

1001%

560020701090631346324237



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

286 54 33 25 20 15 12 9.5 7.5 5.5 3.2 0.32 0.06 0.02 0.01 0.01 0.00

324

CO ro

01

o a CO o:

LJ

Q_ O m ID

O LU

O o: <

n: Q

10*

1C?

8 ic

f1

10r-

2

20-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIU

TY

50-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIU

TY

80-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

STAT

ION

NU

MBE

R 0

7327

490

STR

EAM

FLO

W U

NR

EGU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

50

. D

ura

tio

n h

yd

rog

rap

hs of

daily

dis

charg

e valu

es fo

r Little W

ash

ita

Riv

er

ne

ar

Nin

ne

kah

O

kla

ho

ma

, w

ate

r ye

ars

1

96

5-1

97

3 (s

tream

flow

unre

gula

ted).

RED RIVER BASIN

07327*90 LITTLE WASHITA RIVER NEAR NINNEKAH, OK--Continued


MONTH






ANNUAL

515504138546963

2331281724844

69

3.4 6.89.59.6

11161622214.71.21.4

17

75262224293535

12169291617

42

1571610101318177341511415

18

2.10.610.450.430.430.530.500.600.591.80.870.87

0.42

15.15.24.54.75.97.07.0

24.213.95.83.23.4

100



13714306090120183



250%

1.51.82.63.15.38.3

101115

520%

0.240.440.891.32.23.55.15.98.7

1010%

0.000.190.500.881.42.03.44.06.3

PERCENT

205%

0.000.100.310.640.901.22.32.94.7



2 50%

5 20%

10 10%

254%

502%

1001%

2770 4690 6270 8660


10700 13100



137

15306090


250%

126064836825516311291

520%

26201370789505295180140

1010%

408021201210714396229175

254%

6830349019601030540295220


502%

9760493027001290650347255

1001%

13680680036401580770401291



5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%

509 99 55 44 39 31 25 20 16 12 8.6 5.0 3.2 1.3 0.76 0.49 0.22

326

10*

P

CO

Q Z

O ct: Ld a. o CD 1) O

10*

101

LJ

O

CK I

Kf

00

Q

Kf1

I I I I I

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

073

2749

0

STR

EA

MFL

OW

REG

ULA

TED

*»

I

'*.* '

.;

x.

» ,.

. \,

N

...

'

' 'v

"

"*.

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Figu

re 1

51

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es

for

Lit

tle

Wa

sh

ita

Riv

er n

ear

Nin

nek

ah,

Okl

aho

ma,

wa

ter

years

1975-1

982,1

984

(str

ea

mfl

ow

re

gu

late

d).

RED RIVER BASIN

07328070 WINTER CREEK NEAR ALEX, OK

LOCATION. --Lat 34°59'35", long 97°45'40", in NE 1/4 sec.18, T.6 N., R.5 W., Grady County, Hydrologic Unit 11130303, at left bank 1,000 ft downstream from county road bridge, 0.7 ml downstream from East Winter Creek, 3.2 mi upstream from mouth, and 5.5 mi north of Alex.



REMARKS.--Flow regulated since 1966 by numerous floodwater-retardlng structures. Minor diversions for irrigation above station.



MONTH


ANNUAL

MAXIMUM(CFS)

17728191112252272

103281540

22

MINIMUM(CFS)

0.581.21.41.81.82.11.91.81.50.340.070.20

2.4

MEAN(CFS)

167.95.85.46.16.98.5

24206.12.85.7

9.6

STAN DARD

DEVIATION(CFS)

418.04.53.03.45.45.5

21277.23.59.3

5.8


2.61.00.770.560.570.790.640.901.31.21.21.6

0.60

PERCENT OF

ANNUALRUNOFF

13.76.85.14.75.36.07.4

20.617.85.32.44.9

100



13714306090120183



250%

0.270.290.340.470.731.21.52.13.5

520%

0.000.020.040.090.170.370.611.11.8

1010%

0.000.000.000.000.060.180.360.731.3

PERCENT

205%

0.000.000.000.000.000.090.240.540.99



2 50%

520%

10 10%

254%

502%

100 1%

1220 3330 5610 9750


13900 19100



137

15306090


FOR, IN


250%

2241438655352318

5 1020% 10%

254%

547 948 1820325 536190 305121 19073 11045 6534 48

9635323151749769

INDICATEDYEARS, ANDIN PERCENT

50 1002% 1%

2890 44901450 2140782 1130445 612238 317127 16388 111



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

109 29 16 12 9.4 6.9 5.1 3.7 2.8 2.1 1.5 0.73 0.33 0.07 0.02 0.01 0.00

328

CO rv>

CD

Q

2 O

O o:

LJ CL

LJ

L

J

U.

O

CD O LJ

O X o

c/2 Q

10'

105

102

10'

j 10

°

10""1

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07328070

STR

AM

FLO

W R

EGU

LATE

D

ii. H

n i

ii i

in

" i

'" ii

11 i"

1 i i

' i i

i i'"in

'

n n ii ii

n ii

n u

n 'i

n M

m 11

OC

T N

OV

D

EC

JAN

FE

B M

AR

A

PR

M

AY

JUN

E

JULY

A

UG

S

EP

T

Fig

ure

1

52

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

d

isch

arg

e va

lues

fo

r W

inte

r C

reek

n

ear

Ale

x, O

klah

om

a,

wa

ter

ye

ars

1976-1

984 (s

tream

flo

w

reg

ula

ted

).

RED RIVER BASIN

07328100 WASHITA RIVER AT ALEX, OK

LOCATION.--Lat 3*°55'35", long 97°*6'30", in NW 1/* sec.7, T.5 N., R.5 W., Grady County, Hydroiogic Unit 11130303, near left bank on downstream side of county road bridge, 1.0 ml north of Alex, 3.8 ml downstream from Winter Creek, and at mile 226.5.

DRAINAGE AREA.--*,787 mi 2 .

PERIOD OF RECORD.--October 196* to current year.

REMARKS.--Some regulation since 1959 by Fort Cobb Reservoir; flow regulated since 1961 by Foss Reservoir, and by numerous floodwater-retardlng structures.




MEAN (CFS)




ANNUAL

***01260*3543971690217603*10381016801*701180

61536577 86 7k 2k 23 971*3.9

*0

9*5 120

505 3*9 203 211 238 292*0* 9*0

1030 360 236 293

*22

988 35* 112 108 151 215 373 936 912 **5 31* 296

231

2.01.00.550.510.630.7*0.921.00.891.21.3 1.0

0.55

10.0 6.9*.0*.2*.75.88.018.620.37.1*.7 5.8

100



137

1*306090120183



250%

323538*063951251*6172

520%

2.32.83.37.6

21**637799

1010%

0.000.000.592.*9.8

28*15375

205%

0.000.000.110.82*.9

19283960



2 50%

5 20%

10 10%

25*%

502%

100 1%

6010 9710 12*00

STATION SKEW = -0.06*

16100 19100 22100



13715306090


250%

*8703930309021601*90103083*

520%

820068305670*1*028*018801*90

1010%

10900926078705850396025601990

25*%

1*9001290011300853056*035*02690

502%

18*00162001*300109007080*3503250

1001%

222001985017700137008670522038*0


DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OK TIME

1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

*750 1610 86* 595 *50 310 2*2 189 1*6 117 86 57 37 1* 3.2 1.0 0.08

330

CO

CO

Q Z

O Ld a.

t

10*

10s

o

m 13

O z t

LU

O o: 5 10'

tO

Q

1Cf

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07328100

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

153. D

ura

tion hyd

rogra

phs

of

daily

dis

charg

e va

lue

s fo

r W

ash

ita R

ive

r at

Ale

x,

Okl

ah

om

a,

wa

ter

ye

ars

1966-1

984 (s

tream

flow

re

gu

late

d).

RED RIVER BASIN

07328500 WASHITA RIVER NEAR PAULS VALLEY, OK

LOCATION.--Lat 34°45'17", long 97°15'04", in SE 1/4 sec.1, T.3 N., R.1 W., Garvin County, Hydrologic Unit 11130303, on downstream side of left pier of bridge on U.S. Highway 77, 2 mi northwest of Pauls Valley, 6 ml downstream from Owl Creek, 7 mi upstream from Washington Creek, and at mile 146.5.


PERIOD OF RECORD.--May to December 1899 (gage heights only), October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as "at Pauls Valley, Indian Territory" in 1899.

REMARKS.--Some diversion for irrigation above station. Some regulation since March 1959, by Fort Cobb Reservoir; flow regulated since February 1961, by Foss Reservoir, and by numerous floodwater-retarding structures.



1

MONTH


ANNUAL

MAXIMUM(CFS)

328026901200969

21001930381095306490284016201780

1630

MINIMUM(CFS)

102856578174

146219257101120.00

258

MEAN(CFS)

741395339306477483963

25201970865405447

828

STAN DARD

DEVIATION(CFS)

1040546305223523460106022401610673359515

425


1.41.40.900.731.10.951.10.890.820.780.891.2

0.51

PERCENT OF

ANNUALRUNOFF

7.54.03.43.14.84.99.7

25.419.98.74.14.5

100



137

14306090120183


FOR, IN


2 550% 20%

75 1578 2086 2591 30118 40140 46182 74201 88257 115

1010%

3.35.59.4131831435676


205%

0.090.221.02.13.35.0

263753



250%

520%

10 10%

254%

50 2%

1001%

14000 21400 26200 31900 35900 39700




137

15306090


250%

12700978069904660310021201740

520%

1960015100107007530538036702950

1010%

2390018500132009710724049203880

254%

291002270016500127001000067405180

502%

326002570018900152001240082906240

1001%

3600028600214001790015000100007370



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

9310 3680 1850 1170 863 549 402 302 232 177 128 77 47 19 8.1 0.18 0.04

332

10s

CO

CO

CO

O z O CK

L

d

CL

Ld

Ld

10*

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STA

TIO

N N

UM

BER

07328500

STR

EAM

FLO

W U

NR

EGU

LATE

D

I

10s

O Ld

O o

en

a

101

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

54

. D

ura

tio

n hydro

gra

phs o

f d

aily

d

isch

arg

e valu

es fo

r W

ashita R

iver

at

Pa

uls

V

alle

y,

Okla

ho

ma

, w

ate

r ye

ars

1942-1

960 (s

tream

flow

u

nre

gu

late

d).

RED RIVER BASIN

07)28500 WASHITA RIVER NEAR PAULS VALLEY, OK--Continued


MONTH

MONTHLY AMD ANNUAL MEAN DISCHARGES 1961-84




OCTOBERNOVEMBERDECEMBERJANUARYPFBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSf.PTLMBER

ANNUAL

6070164071!)6247451330230043104290247019201540

3562709188795938

151160.28

24

1290 181

66650929028031539049712001360466273423

557

122050417814517629344512001170580376420

301

1.80.990.610.520.560.750.900.990.861.21.40.99

0.54

10.07.64.44.24.75.87.418.020.47.04.16.3

100



137

14306090120183



250%

3734374073119162189237

520%

0.000.521.93.9

14497096

128

1010%

0.000.000.020.764.429406592

205%

0.000.000.000.161.4

17244670



2 50%

5 20%

10 10%

254%

50 2%

100 1%

9620 14300 16900


19800 21700 23300



137

15306090


250%

7440565040702760189012701030

520%

11700947072705260359023501870

1010%

1470012500100007480503032302540

254%

18400168001420011000723045103500

502%

21200205001800014200914055804300

1001%

240002300022300179001130067505170



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

6370 2130 1090 758 612 434 333 258 199 152 109 64 38 9.8 1.2 0.04 0.01

334

CO

CO

Cn

Q Z

O LJ

CL

LJ

L

J

Lu O m Z> o o o:

10* 10s

10*

5 101

5

1Cf

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07328500

STR

EA

MFL

OW

REG

ULA

TED

. -

«.

'...

-.

.'H

; *..

.

, r

\ r.

f. v

*'

"...

.;

"

* -.

-.'

^|^

, **

' V ..-'

^

f./v

\

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

155. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

char

ge

valu

es f

or

Was

hit

a R

iver

at

Pau

ls

Va

lle

y,

Okl

aho

ma,

wate

r y

ea

rs

19

66

-19

84

(str

eam

flo

w r

eg

ula

ted

).

RED RIVER BASIN

07329000 RUSH CREEK AT PURDY, OK

LOCATION.--Lat 34°41 '42", long 97°35'54", in SE 1/4 SE 1/4 sec.27, T.3 N., R.4 W., on left downstream bank near end of bridge on State Highway 76, 0,8 mi south of Purdy, 8.5 mi south of Lindsay, and at mile 27.3.


PERIOD OF RECORD.--October 1939 to December 1953, February 1982 to current year. Prior to May 1940 monthly discharges only, published in WSP 1311.




MONTH


MAXIMUM(CFS)

37378738477

2204481020747183331480

MINIMUM(CFS)

0.240.000.000.000.600.000.60

28146.71.70.27

MEAN(CFS)

47262521314486

240166573981

STAN DARD

DEVIATION(CFS)

9622212020541162881975185

170


2.10.840.840.950.671.21.31.21.20.902.22.1

PERCENTOF

ANNUALRUNOFF

5.43.12.92.43.55.110.027.819.36.64.59.5

ANNUAL 176 15 72 47 0.66 100



13714306090120183



250%

2.72.93.74.56.69.3

121419

520%

0.770.820.951.22.12.33.34.59.4

1010%

0.210.210.200.290.570.881.42.26.6

PERCENT

205%

0.000.000.000.000.000.350.651.24.9



250%

520%

10 10%

254%

502%

100 1%

10000 16100 21000 28400


34700 41800

MAGNITUDE ANO PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-53


137

15306090


250%

33201640860493301193150

520%

631032801690968603358268

1010%

8740466023701350864491360

254%

123006730338019001270684489

502%

153008510422023601620844594

1001%

18500105005150284020201020706



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1510 150 64 45 35 25 20 16 12 8.4 5.4 1.9 0.13 0.04 0.02 0.01 0.00

336

CO

CO

10s

*

CO a: LJ

Q-

10*

10s

a 10*

O m ID

O z LJ g

ief

o § 10

-'

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

E

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MBE

R 0

73

29

00

0

STR

EAM

FLO

W U

NR

EGU

LATE

D

I

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

1

5&

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es f

or

Ru

sh C

ree

k a

t P

urd

y, O

klah

om

a,

wate

r years

1

94

5-1

95

3 (

stre

amfl

ow

un

reg

ula

ted

).

RED RIVER BASIN

07329500 RUSH CREEK NEAR MAYSVILLE, OK

LOCATION.--Lat 34°44'36", long 97°24'18", in SW 1/4 SW 1/4 sec.10, T.3 N., R.2 W., Garvin County, near right bank on downstream side of pier of bridge on State Highway 74, 2.8 mi downstream from Panther Creek, 5.3 mi south of Haysville, and at mile 14.2.


PERIOD OF RECORD.--December 1953 to current year.

REMARKS. Flow regulated since 1965 by numerous fioodwater-retarding structures.


MONTH





OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER

ANNUAL

11322442549222726835724417645257

105

1.30.381.01.2 0.751.38.83.54.70.000.000.99

7.7

50 W 18 24 29 46 59 106 82 27 11 61

4370151729677611097531583

34

0.851.40.840.701.01.41.31.01.22.01.31.3

0.72

8.98.73.34.25.18.3

10.418.814.74.81.9

10.9

100


PERIOD(CON- SFPII-Ol_k.U

TIVEDAYS)

13714306090

120183



250%

0.000.000.000.000.352.55.5

1120

520%

0.000.000.000.000.000.291.55.18.2

1010%

0.000.000.000.000.000.080.763.34.9

PERCENT

205%

0.000.000.000.000.000.020.412.33.1

MAGNITUDE ANO PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 13 YEARS OF RECORD


250%

520%

10 10%

254%

502%

1001%

5040 10200 14900 22600 29500


37700


PERIOD(CON-

TIVEDAYS)

137

15306090


250%

168089347326116410682

520%

35701770959516334208164

1010%

503024101330707472291235

254%

696032301820961668413343


502%

8420383022001150827515436

1001%

9860441025701340994625540



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

766 147 78 53 41 28 20 14 9.1 5.8 2.5 0.02 0.01 0.00 0.00 0.00 0.00

338

eee


COC ^ CD

O) Nl

oiC§ o' 3 3

0) ^:; o CD (Q

(0

it

O)

3 0) <3 »

»§<D =^

So3CD

D CD 03

0)*< (0

oo ui N)o o oI I

-u TJ "un PI n30 30o O On n n

% % % O O OR R R 000

z z zo o o n n n-O "D "O

30 30o o OCD CD CD

i i i null i i i mill ii i mill i i i mill i i i urn

RED RIVER BASIN

07329700 WILOHORSE CREEK NEAR HOOVER, OK

LOCATION.--Lat 3*°32'29", long 97°1*'*9", on west line of SW 1/* sec.19, T.1 N., R. 1 E., Garvln County, Hydrologlc Unit 11130303, on downstream left bank at bridge on State Highway 19A, 1.5 ml north of Hoover, 1.8 ml downstream from Sandy Creek, and at mile 7.9.

DRAINAGF AREA.--60* ml 2 .

PERIOD OF RECORD.--Occasional low-flow measurements, water years 19**, 1951-69. October 1969 to current year.

REMARKS. Some regulation by Duncan, Clear Creek, Humphries and Fuqua Lakes; flow regulated since 1963 by numerous flood-retarding structures.



MONTH

OCTOBERNOVEMBFRDLCEMUCHJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

MAXIMUM(CFS)

57592030117657*688112029*013906*02*9632

MINIMUM(CFS)

1.13.32.0*.98.88.56.736170.920.160.33

MEAN(CFS)

18715158538516221*61*3838937

103

STAN DARD

DEVIATION(CFS)

2352667955

1*2197292776*221856518*


1.31.81.*1.01.71.21.*1.31.12.11.71.8

PERCENTOF

ANNUALRUNOFF

8.77.12.72.5*.o7.6

10.028.817.9*.21.7*.8

ANNUAL 578 35 178 160 0.90 100



137

1*306090120183



250%

1.11.11.11.52.95.98.91*36

520%

0.000.000.030.130.631.62.95.6

12

1010%

0.000.000.000.020.270.811.63.76.8

PERCENT

205%

0.000.000.000.000.130.*60.992.7*.3



250%

5 20%

10 10%

25*%

502%

100 1%

9520 1*900 18900 2*500


29000 33800



137

15306090


250%

59703*902070125078**753*8

520%

976056503*2022201*80929696

1010%

123007150*35029202030130099*

25*%

15300906055303850282018501*50

502%

17500105006*00*5603*60231018*0

1001%

195001190072505270*15028102280



1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

0.002860 791 3*3 20* 133 69 *2 28 18 11 5.7 2.3 0.96 0.22 0.08 0.02

340

CO

o a CO C£

LU

O. b

10*

10s

o CD Z>

O O o

10' 1tf

5

ID"1

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

73

29

70

0

STR

EA

MFL

OW

REG

ULA

TED

,

«

f

I I

H I

!_

(

f «.

I I

II

H

II

II

II

II

II

II

II II I! II ll I

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

158. D

ura

tion hyd

rogra

phs

of

daily

d

isch

arg

e va

lues

for

Wild

ho

rse

Cre

ek

ne

ar

Hoove

r,

Okl

ahom

a,

wate

r ye

ars

1975-1

984 (s

tre

am

flo

w re

gu

late

d).

RED RIVER BASIN

07330500 CADDO CREEK NEAR ARDMORE, OK

LOCATION.--Lat 34°14'33", long 98°06'23", on west line NW 1/4 sec.4, T.4 S., R.2 E., at county highway bridge, 0.5 ml north of Ardmore and 10 ml upstream from mouth.






STAN DARD




ANNUAL

1740338816567

107016701350919512583289778

419

0.000.000.000.241.91.4

143.98.82.40.120.00

9.4

187638473

195221306282192808085

154

464101213145284427371289180151119205

116

2.51.62.52.01.51.91.21.00.941.91.52.4

0.76

10.13.44.64.010.512.0

10.44.34.4 4.6

100



13714306090120183



250%

0.000.000.000.000.221.33.6

1225

520%

0.000.000.000.000.000.110.320.602.9

1010%

0.000.000.000.000.000.000.000.020.74

205%

0.000.000.000.000.000.000.000.000.21



2 50%

5 20%

10 10%

254%

50 2%

100 1%

8320 15600 21600 30700


38600 47300



13715306090


250%

547029001640918590416330

520%

112006530356018801190822618

1010%

1490094404970250016001060780

254%

18800134006750321020801320930

502%

212001660080103660241014601020

1001%

233001970091904050270015801090



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

2890 575 233 128 83 45 27 16 8.4 3.6 1.2 0.09 0.04 0.02 0.01 0.00 0.00

342

itf

CO

^

CO

§

10*

o CO cc Ld

Q

_

Ld

1Cf

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

.......

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

o m n

o Ld

O o CO Q

STAT

ION

NU

MB

ER

07

33

05

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

159. D

ura

tion h

ydro

gra

phs

of

daily

dis

charg

e v

alu

es

for

Caddo C

reek

ne

ar

Ard

mo

re,

Okl

ah

om

a,

wa

ter

years

1942-1

950 (

str

ea

mflo

w u

nre

gu

late

d).

RED RIVER BASIN

07331000 WASHITA RIVER NEAR DICKSON, OK

LOCATION.--Lat 34°13'59", long 96°58'38", In SE 1/4 SW 1/4 sec.3, T.4 S., R.3 E., Carter County, Hydrologlc Unit11130303, on right bank 500 ft upstream from bridge on U.S. Highway 177, 1.2 ml downstream from Caddo Creek, 3.2 ml north of Dlckson, 12.0 ml northeast of Ardmore, and at mile 63.5.


PERIOD OF RECORD.--August 1928 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to Oct. 1, 1979, published as Washlta River near Durwood.

REMARKS. Some diversions above station for Irrigation. Some regulation since March 1959 by Fort Cobb Reservoir; flow regulated since February 1961 by Foss Reservoir, and by numerous floodwater-retarding structures.



MONTHMAXIMUM(CFS)

MINIMUM(CFS)

MEAN(CFS)

STAN DARD

DEVIATION(CFS)


PERCENTOF

ANNUALRUNOFF


103006690415042706330938011500209009430472033004270

134776701469119448850298160.11

ANNUAL 3890 391

1290834745748108012601960458031101230691977

1540

21801240793912122016302500431025401110745

1030

908

1.7 1.51.11.21.11.31.30.940.820.901.11.0

0.59

7.04.54.04.05.96.810.624.816.86.73.75.3

100



137

14306090120183


NON -EXCEEDANCE PROBABILITY,

250%

108125140152250300317370511

520%

384652577295129165233

1010%

18212427323873

101151

IN PERCENT

205%

6.67.68.59.9

15244366

105



250%

520%

10 10%

254%

502%

1001%

24700 46800 65200 92700 116000 142000




137

15306090


250%

2150016900115007730519035802860

520%

41100321002110013800948065305070

1010%

580004500028900186001300089706890

254%

8430064500401002530018100126009570

502%

108000816004940030900225001570011900

1001%

1340001010005960036800273001920014400



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

19300 6530 3540 2200 1580 968 689 524 403 304 219 136 85 40 15 3.6 0.05

344

(JO -^

en

Q

O LJ

Q_

LJ

LJ

Lu

QQ

O o

ct:

< o

(/2 Q

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

10

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

160. D

ura

tion hydro

gra

phs of

daily

dis

charg

e va

lue

s fo

r W

ash

ita

R

ive

r near

Dic

kson,

Okla

ho

ma

, w

ate

r ye

ars

1932-1

960 (s

tream

flow

unre

gula

ted).

RED RIVER BASIN

07331000 WASHITA RIVER NR DICKSON, OK Continued







5870526018201450315044507110130007690315026102970

ANNUAL 3050

3074

1031039478

210249158311342

340

134012106175147301070131027602480630387718

1150

17201520522330718998

142029302230773521821

730

1.31.30.850.640.980.941.11.1 0.901.21.3 1.1

0.64

9.78.84.53.75.37.79.5

20.118.04.62.85.2

100


PERIOD(CON-ccpiiJIL\~\J

TIVEDAYS)

137

14306090120183




2 550% 20%

64 1269 1473 1783 21

103 31171 77227 104287 142425 201

1010%

3.84.16.18.5

15486696

136

, ANDPERCENT

205%

1.21.22.33.57.3

32446998



2 50%

520%

10 10%

254%

502%

100 1%

?6200 37000 42100 46500


48900 50600


PERIOD(CON-

TIVEDAYS)

137

15306090


250%

2240016200107006H60438028302170

520%

33400245001690011400751048303670

1010%

39000291002070014500982063504840

254%

445003390025200183001290084606510


502%

4770036800282002100015400102007890

1001%

5020039300309002370017900120009390



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

14300 4770 2420 1640 1230 783 565 427 322 238 173 96 58 21 13 9.0 0.22

346

CO

1Cf

Q -z. o o: Ld

QL

10*

§ 10s

O

Zft

Ld

O O

101

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

so-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07331000

STR

EA

MFL

OW

REG

ULA

TED

OC

T N

OV

DEC

JAN

FE

B M

AR

APR

M

AY

JUN

E JU

LY

AUG

SE

PT

Fig

ure

161. D

ura

tion

hyd

rog

rap

hs o

f d

aily

dis

charg

e valu

es fo

r W

ashita R

ive

r near

Dic

kson,

Okl

ah

om

a,

wate

r ye

ars

1

96

6-1

98

4 (s

tre

am

flo

w re

gula

ted).

RED RIVER BASIN

07331600 RED RIVER AT DENISON DAM NEAR DENISON, TX

LOCATION.--Lat 33 049'08", long 96°33'47", Grayson County, Hydrologlc Unit 11140101, on right bank 1,800 ft downstream from Denlson Dam powerhouse, 0.4 mi upstream from Shawnee Creek (spillway flow return), 4.5 mi north of Oenison, and at mile 725.5.

DRAINAGE AREA.--39,720 mi 2 of which 5,936 mi 2 is probably not contributing. At site used prior to October 1961, drainage area 39,777 mi , of which 5,936 mi was probably noncontributing.

PERIOD OF RECORD.--October 1923 to current year. Monthly discharge only for some periods, published in WSP 1311. Prior to October 1934, published as "near Denison, Texas", and October 1934 to September 1961, published as "near Colbert, Oklahoma". Gage-height records collected at various sites in this vicinity 1892-93, 1906-28, 1931-49 are contained in reports of National Weather Service.

Remarks.--Flow regulated since October 1943 by Lake Texoma.





MFAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF

OCTOBERNOVEMBERDECEMBERJANUARYH.UKUAHYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

15500189001040049607670967016400190003740021800104004420

ANNUAL 10500

569630569907859614789123015401750953325

1510

399038902810255024402660355059309320399030202430

3880

402048602160119019002650353054008800402017401070

2290

1.01.20.770.470.781.00.990.910.941.00.580.44

0.59

8.68.46.05.55.25.77.612.720.08.66.55.2

100


137

14306090120183

DISCHARGE, IN CFS.RECURRENCE INILRVAL


NON-EXCEEDANCL I'HODAHILITY, IN

250%

6373

1504658281190152017301990

520%

475685

26955685710401120(290

1010%

4052661984527178348791040

, ANDPERCENT

205%

355056

1533816I76«6717877




250%

520%

10 10%

254%

50 2%

1001%

23600 39700 51500


67400 80000 92900


DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YLARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

10 10%

254%

50 2%

1001%

21700 40300 53600 71000 83900 9670037

15306090

2110018700149001090076506390

396003560027600199001350010900

530004780037000267001840014600

701006330049500362002570020200

828007470059000438003210025000

952008580066500516003930030400



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

34700 10900 7940 5770 4960 3970 3170 2560 1890 1170 490 129 90 71 62 55 43

348

CO ^ CD

1Cf

Q Z o a V)

LJ

Q_

1C? 10*

o CD

O LJ

O O c/2 Q

10s

102

101

20-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

SO

-PE

RC

EN

T EX

CEE

DAN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MBE

R 0

7331

600

STR

EAM

FLO

W R

EGU

LATE

D

8

0-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

n n.

" H

'.y v"

!|j$

»,- '

i0'*

&

f

v 'l

'pir

' F

i |

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

162 D

ura

tion h

yd

rog

rap

hs o

f d

aily

d

isch

arg

e valu

es fo

r R

ed

R

ive

r at

De

nis

on

D

am

near

De

nis

on

, T

exa

s,

wate

r years

1966-1

984 (s

tre

am

flo

w

reg

ula

ted

).

RED RIVER BASIN

07332000 RED RIVER NEAR COLBERT, OK

LOCATION.--Lat 33°49'06", long 96°31'23", in NE 1/4 sec.36, T.8 S., R.7 E., near center of span on downstream side of pier of highway bridge, 1.1 ml downstream from Sand Creek, 2.5 ml south of Colbert, 2.9 ml downstream from Denlson Dam, and at mile 723.0.


PERIOD OF RECORD.--October 1923 to Sept. 1960. Statistical summaries for this station are divided Into unregulated and regulated periods.

IttMARKS.--! low regulated since October 31, 1943 by Lake Texoma.



MONTH


MAXIMUM(CFS)

4100025500988013600198001040043500438005200012700903016900

MINIMUM(CFS)

37840224018249424965814701220454210349

MEAN(CFS)

79804070315026103700336078301360010600414026504550

STAN DARD

DEVIATION(CFS)

1190060502670277047302370100001140011400340021104860


1.51.50.851.11.30.701.30.841.10.820.801.1

PERCENTOF

ANNUALRUNOFF

11.76.04.63.85.44.911.519.915.56.13.96.7

ANNUAL 13500 1480 5680 2970 0.52 100



137

14306090120183

DISCHARGERECURRENCE

, IN CFS,INTERVAL



250%

365407458493565843

11901680

520%

172220239263307472670943

2310 1150

1010%

108152164188227352484654781

, ANDPERCENT

205%

70109118141179277365467562



2 50%

5 10 10%

254%

502%

100 1%

87000 140000 177000 226000 262000 299000

WAFER RESOURCES COUNCIL WEIGHTED SKEW = -0.255



137

15306090

DISCHARGE., IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,

250%

75400624004410030600202001380010700

520%

1260001040007430050500346002360018000

1010%

1620001 340009570064000450003090023500

254%

2090001730001 2400080800585004070031000


502%

24400020200014500093100688004840036900

1001%

2800002310001 66000105000792005650043100



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

62200 23500 12800 8420 6350 4020 2840 2100 1560 1180 823 553 393 237 191 170 106

350

ISS


q.q.q.(Qc-1 CD

0> CO

-+ 1

rrrmO ! Q !

K 3 CD 3CD 3--« *<w a-i(O (Q

*> oco X<~* Q.CO 0)^* 3 <§ a 5, w

-1C (Q 3 CD

(Q 0)E. c0> CDCD W

Q. -*

27CD Q.

CD

CDCD-i

O

CD

"Z.

o

o m O

ri i

r

m" CD

^ >^O

c z m

c_ C

>

COm"O

I '

CO Oi NJO O OI I I TJ TJ TJn n n30 30 30o o o _|m m m ^z z z

O O On n n n n no o o> > >z z z000n n nTJ TJ TJ 50 50 30o o o CD 00 00> > > 00 00 00

r- 0°z "

m o§ a c s 5 o m o O o

ilil1 I I I I Mil

RED RIVER BASIN

07332000 RED RIVER NEAR COLBERT, OK--Continued



MONTH

OCTOBERNOVEMBERDECEMBERJANUARY1 EBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

27400924011500512094608620

204003470067000198002560010300

10900

MINIMUM(CFS)

6780

447271237202253138389165681111

345

MEAN(CFS)

4760246026702280270024503730970012300612042202820

4690

STAN DARD

DEVIATION(CFS)

7050227026701350223019504660977016600544057902230

2770


1.50.921.00.590.830.801.21.01.30.891.40.79

0.59

PERCENTOF

ANNUALRUNOFF

8.54.44.84.14.84.46.617.321.910.97.55.0

100


PERIOD(CON-C(Tp||OULU

1 1 VIIDAYS)

137

14306090

120183

DISCHARGE-RECURRENCE

, IN CFS,INTERVAL,



250%

96214313559975158017902080

520%

607596164349579763982

2390 1150

1010*

466482

108171271408570717

205%

2935445487127221334465

MAGNirUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 28 YEARS OF RECORD

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL TN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT

2 50%

520%

10 10%

254%

50 2%

100 1%

25600 47500 64500


88000 107000 127000


PERIOD(CON-

TIVEDAYS)

137

15306090


250%

2960027900249002020016000112009090

520%

58900573005330043400341002340017900

1010%

77300757007090058000458003150023400

254%

97700955008950073700586004070029300


502%

11000010800010000083100664004660033000

1001%

12100011800010900090800730005170036100



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95* 98% 99% 99.5% 99.9%

46600 21300 8240 5690 4900 3800 3100 2570 2110 1410 650 259 123 63 53 29

352

10

' F

-

CO

Cn

CO

Q

Z o

o LJ

o_ L_ o m

a

o LJ

o

ot:

< o CO

Q

10s

=

10'

10

= 11C

f =r

10'

i i i i i

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

73

32

00

0

STR

EA

MFL

OW

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

164. D

ura

tio

n

hyd

rog

rap

hs

of

daily

dis

ch

arg

e v

alu

es

fo

r R

ed

Riv

er

nea

r C

olb

ert

, O

klah

om

a,

wa

ter

ye

ars

1951-1

959 (s

tream

flo

w r

eg

ula

ted

).

RED RIVER BASIN

07332400 BLUE RIVER AT MILBURN, OK

LOCATION.--Lat 34 e 15'04", long 96 e 33'05", In SW 1/4 SW 1/4 sec.35, T.3 S., R.7 E., Oohnston County, Hydrologic Unit 11140102, on downstream side of left pier of bridge on State Highway 48A, 0.5 ml north of Mllburn, and at mile 84.9.

DRAINAGE AREA. 203 ml 2 .

PERIOD OF RECORD. October 1965 to current year. Occasional low-flow measurements made In water years 1956-61. Prior to October 1975 published as Blue Creek near Mllburn.



MONTH

OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNII3ULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

1330967309237326615787699592174115230

310

MINIMUM(CFS)

312826252423294837201724

46

MEAN(CFS)

2021328986

116183203251172755270

136

STAN DARD

DEVIATION(CFS)

344216735783

159182215145432457

76


1.71.60.820.660.710.870.900.860.840.580.460.81

0.56

PERCENT OF

ANNUALRUNOFF

12.48.15.55.27.1

11.212.515.410.54.63.24.3

100



137

14306090120183




2 550% 20%

32 2433 2533 2536 2837 2840 2942 3048 3357 37

1010%

212122232424252831

205%

181819202121222527



2 50*

520%

10 10%

254%

502%

100 1%

9810 19800 28600 42100 54000 67500


MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PEKIOD OK RECORD 1966-84


137

15306090

DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AMD EXCEEDANCE PROBABILITY, IN PERCENT

250%

469023601220716445303256

520%

9070447023501300778508412

1010%

125006090327017601040659523

254%

173008310462024301420865669

502%

21200101005740299017301030780

1001%

25200119006970359020701200890



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

1370 336 205 157 132 97 76 61 50 44 37 31 28 23 20 18 16

354

CO en

en

10*

Q

Z o Ld

C

L b Ld O Ld

O o:

< o CO

Q

1Cf

Irf

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STA

TIO

N N

UM

BE

R 0

7332400

STR

EA

MFL

OW

UN

RE

GU

LATE

D

' "

,^"

^"

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

65

. D

ura

tio

n hydro

gra

phs o

f d

aily

dis

charg

e valu

es fo

r B

lue R

iver

at

Milb

urn

, O

kla

ho

ma

, w

ate

r ye

ars

1966-1

984 (s

tre

am

flo

w unre

gula

ted).

RED RIVER BASIN

07332500 BLUE RIVER NEAR BLUE, OK

LOCATION.--Lat 33°59'49", long 96°14'27", on line between sec.27 and 34, T.6 S., R.10 E., Bryan County, Hydrologlc Unit 11140102, near left bank on downstream side of pier of bridge on U.S. Highway 70, 1.0 ml west of Blue, 7.0 ml east of Durant, 7.7 ml upstream from Caddo Creek, and at mile 38.8.


PERIOD OF RECORD.--June 1936 to current year. Monthly discharge only for some periods, published In WSP 1311, 1731.

REMARKS.--Some regulation at low flow by a State fish hatchery, 16.0 ml above station. Small diversion above station for municipal water supply for city of Durant.




STAN DARD




ANNUAL

361013701380849

216030902920220025107807551500

4.411181827235233245.20.940.42

972 31

26324919819335739453158339615378160

295

553360265186423520622541455198112261

200

2.1 1.4 1.3 0.961.21.3 1.2 0.931.21.31.4 1.6

0.68

7.47.05.65.4

10.011.114.916.411.14.32.24.5



137

14306090120183



250%

262931333849586888

520*

7.69.1

11141721243039

1010%

2.53.14.05.88.5

11121825

205%

0.670.861.22.13.65.16.2

1117

100



10 10%

254%

50 2%

1001%

8900 16800 24100 36100 47400 61000





2 550% 20%


10 25 10% 4%


50 1002% 1%

137

15306090

73905120269017001060705585

13600926049302990190012701020

183001210065003800246016701310

247001560085004710313021801670

297001810099605300359025501920

3490020500114005820402029202150



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

4550 1160 498 312 230 148 107 80 60 46 36 26 20 9.8 2.9 0.97 0.06

356

CO cn

10*

Q O bJ

-i/f

CO

1U

Ld

CL Ld

Ld DD

ID O Ld

O O

10*

IU 101

1Cf

1 i i i 1

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

25

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

66

. D

ura

tio

n h

yd

rog

rap

hs o

f daily

dis

charg

e valu

es fo

r B

lue

R

ive

r near

Blu

e,

Okl

ah

om

a,

wate

r ye

ars

1946-1

984 (s

tream

flow

u

nre

gu

late

d).

RED RIVER BASIN

07334000 MUDDY BOGGY CREEK NEAR FARRIS, OK

LOCATION.--Lat 34°16'17", long 95°54 I 43", in NE 1/4 NW 1/4 sec.26, T.3 S., R.13 E., Atoka County, Hydrologic Unit 11140103, on downstream side of left bank pier of main span of bridge on State Highway 3, 1.3 mi downstream from McGee Creek, 2.8 mi northwest of Farris, and at mile 57.7.



REMARKS. Some regulation since Dune 1959 by Atoka Reservoir. Pipeline diversions to Oklahoma City since November 1963, normal capacity, 60 Mgal/d.



MONTH

OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

640057204250265079907380963066207520337025003760

2760

MINIMUM(CFS)

0.000.000.230.49

112040893.80.150.000.00

142

MEAN(CFS)

61266455147311401280178018801060378180442

867

STAN DARD

DEVIATION(CFS)

12301160855577

14801450200015201500721490852

565


2.01.81.51.21.31.11.10.811.41.92.71.9

0.65

PERCENT OF

ANNUALRUNOFF

5.96.45.34.511.012.317.118.010.23.61.74.2

100



13714306090120183


NON-EXCEEDANCr PROBABILITY, IN PERCENT

250%

0.400.440.601.02.7

132659

142

520%

0.000.000.000.060.271.03.48.7

33

1010%

0.000.000.000.000.000.040.882.5

14

205%

0.000.000.000.000.000.000.210.806.2



2 50%

520%

10 10%

254%

50 2%

100 1%

19800 29900 37400 47900


56400 65500



137

15306090


250%

170001410093505520354022901840

520%

2580022200155008960575037703040

1010%

31800277001960011300725048303870

254%

39300346002490014300914062604940

502%

448003980028800165001050073705740

1001%

504004480032500186001190085006540



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

14400 5190 2070 999 585 252 132 69 39 21 8.8 2.0 0.44 0.01 0.00 0.00 0.00

358

CO en

CD

icf

§

104

o

10*

LU

a. LU

LU b_ o CD o LU o

on o Q

101

1Cf

10r-

2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

40

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

' '

'" ^

*« *,

./'

*

"*. .' /

*"*'

v '

\**vf

"-'V

'

i " " "

I "

5 !l

V u H

i "'

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

67

. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

ch

arg

e v

alu

es

for

Mu

dd

y B

og

gy

Cre

ek

n

ear

Farr

is,

Okl

aho

ma,

wate

r y

ea

rs

1946-1

984 (

str

eam

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07335000 CLEAR BOGGY CREEK NEAR CANEY, OK

LOCATION.--Lat 34°15'09", long 96°12'19", in NW 1/4 SE 1/4 sec.36, T.3 S., R.10 E., Atoka County, Hydrologic Unit 11140104, on downstream side of left pier of bridge on old U.S. Highways 69 and 75, 0.5 mi downstream from Caney Creek, 1.5 mi north of Caney, and at mile 24.1.






MONTH


ANNUAL

MAXIMUM(CFS)

141013503070899

23305680439037604090167011402490

1670

MINIMUM(CFS)

0.007.4

111115233484400.050.000.00

54

MEAN(CFS)

2422633442425087039091240702273127288

486

STAN DARD

DEVIATION(CFS)

3544096613046441180118010601020447288607

370


1.51.51.91.31.31.71.30.851.51.62.32.1

0.76

PERCENT OF

ANNUALRUNOFF

4.24.55.94.18.712.015.621.212.04.72.24.9

100



137

14306090120183



250%

9.69.8

11122125385196

520%

2.12.22.53.24.47.2

101525

1010%

0.000.000.000.000.252.74.86.710

205%

0.000.000.000.000.000.000.000.004.7



2 50%

520%

10 10%

254%

502%

100 1%

13400 26900 39300 59700


78800 102000



13715306090


250%

950082405200291019201210988

520%

168001380085704970329022601780

1010%

2290017300105006330417030502330

254%

3190021700126007980519041403030


502%

3970024700139009140587049903540

1001%

48500275001510010200650058604040



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

7960 2670 927 465 309 169 106 72 50 29 18 11 4.7 0.09 0.04 0.02 0.00

360

CO

10s

I 10*

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

50

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SE

PT

Fig

ure

16

8.

Du

ratio

n hyd

rogra

phs

of

daily

d

isch

arg

e v

alu

es

for

Cle

ar

Boggy

Cre

ek

near

Caney,

O

klahom

a,

wate

r ye

ars

1945-1

963 (s

tream

flow

u

nre

gu

late

d).

RED RIVER BASIN

07335000 CLEAR BOGGY CREEK NEAR CANEY, OK--Continued




(MONTH

OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNF3ULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM (CFS)

6360253021501360165031603060294022104462161160

1290

MINIMUM (CFS)

3.67.78.27.97.86.5

20152122.80.006.1

106

MEAN (CFS)

71347931623950683479698960510756

209

487

TION (CFS)

150073650233152287774385858312365

358

330

VARI ATION

2.11.51.61.41.01.00.930.870.961.21.11.7

0.68

ANNUAL RUNOFF

12.28.25.44.18.614.313.616.910.31.81.03.6

100


PERIOD(CON-

TIVEDAYS)

13714306090120183



250%

6.87.37.79.8

1219315299

520%

2.02.22.93.85.46.59.61831

1010%

0.780.891.52.02.73.45.1

1117

205%

0.000.000.000.000.000.383.06.8

10



250%

5 20%

10 10%

254%

502%

100 1%

11900 19600 25800 34700


42200 50400



137

15306090


250%

9720840052403300204012501070

520%

158001350087105450338021001740

1010%

2060016900112006960435027602190

254%

2770021200144008900564036702770

502%

33700243001690010400664044103190

1001%

40300273001940011800767052003610



1% 5* 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

7?80 ?540 11)0 670 440 218 133 87 53 31 19 9.6 5.8 ?.) 0.24 0.01 0.00

362

CO o CO

ICf

F

10* 103

Q Z o a CO o: Ld

Q

-

Ld

L

d

U.

O m i>

o UJ o

o: I ld

Q

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07335000

STR

EA

MFL

OW

REG

ULA

TED

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

UV

\ v\|V

V I

'I

OC

T N

OV

D

EC

JAN

F

IB

MAR

A

PR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

169. D

ura

tion h

ydro

gra

phs

of

daily

dis

charg

e valu

es fo

r C

lear

Boggy

Cre

ek

near

Ca

ne

y,

Okl

ahom

a,

wa

ter

ye

ars

1

96

6-1

98

4 (

str

ea

mflo

w re

gu

late

d).

RED RIVER BASIN

07335500 RED RIVER AT ARTHUR CITY, TX

LOCATION.--Lat 33°52'32", long 95 e 30'08", in NW 1/4 sec.11, T.8 S., R.17 E., Choctaw County, OK, Hydrologic Unit 11140101, on right downstream bank of bridge on U.S. Highway 271 at Arthur City, 10.6 mi downstream from Muddy Boggy River, 26.0 mi upstream from Kiamichi River, and at mile 633.1.

DRAINAGE AREA.--44,531 mi2 , of which 5,936 mi 2 probably is noncontributing.

PERIOD OF RECORD.--January to September 1905 (gage heights and discharge measurements only), October 1905 to December 1911, Duly 1936 to current year. Monthly discharge only for some periods, published in WSP 1311. Gage-height records collected at same site since 1891 are contained in reports of the National Weather Service.

REMARKS.--Flow regulated since October 1943 by Lake Texoma, 92.8 mi above station.




MEAN (CFS)



OCTOUERNOVEMBERDECEMBERJANUARYR.URUARYMARCHAPUILMAYJUNEDULYAUCUS1SEPTEMBER

402003720026500136002420037900385006320083800275003480019000

ANNUAL 19300

26324281611301140112013402840207047573!>345

2750

69006360556047607040754092301450015000662043304280

85908220573029105420702080601270016200634053103690

7670 4340

1.21.31.00.610.770.930.870.871.1 0.961.2 0.86

0.57

7.56.96.05.27.68.210.015.816.37.24.74.6

100



137

14306090120183



250%

549654861120018502410266029903540

520%

31035245566310701460157017602080

1010%

222246312454708981110012701560

205%

1651792243204716577929561220



250%

5 20%

10 10%

254%

502%

100 1%

58700 86300 107000 136000 159000

S1A1ION SKEW = 0.299

184000

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED OM PERIOD OF RECORD 1944-84


137

15306090


250%

55300477003980030400218001510012500

520%

80000677005740046700355002540020800

1010%

98100818006940058200460003410028100

254%

1230001010008480073400608004770039500

502%

1430001150009650085100729005980049900

1001%

16500013100010800097100859007380062200



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

60100 32100 18900 12700 9360 6080 4610 3680 2990 2400 1800 1130 761 467 310 211 148

364

99£


q,(Qc CD

8? 5 a

O (Q

CD*

00 O^ -*«

^ a

1 - IsO =r

-i (Q CD CD0 -s-SSicCD CD Q. CO

37 CD Q.

CD

CD

C ^

O

O O

O

O

mCO

c z m

c: o

COm

I I I I I I I M - * I ..1 II I I I I

o> cn hoo o oI I I T3 13 13n PI n20 70 70o o orn n n

53 53 53 o o oR H R o o oz z zo o o rn n n o "o "TO

o o o00 CD 00

CO DO CD

CO

mo q c ^J

in o o

I I I I I 11 lllI I I 1 I I Ill\ II I I I I

RED RIVER BASIN

07335700 KIAMICHI RIVER NEAR BIG CEDAR, (Hydrologlc bench-mark station)

OK

LOCATION.--Lat 34'38 I 18", long 94'36 I 45", in SW 1/4 SE 1/4 sec.18, T.2 N., R.26 E., LeFlore County, Hydrologic Unit 11140105, in Ouachita National Forest, on downstream side of right bank pier of bridge on State Highway 63, 0.2 mi upstream from Rattlesnake Creek, 1.1 mi upstream from Big Branch, 2.1 mi east of Big Cedar, and at mile 157.6.

DRAINAGE AREA.--40.1 mi 2 .





STAN DARD




ANNUAL

22521244520920736232532317811947150

143

0.000.000.922.56.1

29357.00.970.120.000.00

34

4264114729316012013761196.517

75

5765

1115653109739563311336

30

1.41.00.970.790.570.680.600.691.01.71.92.1

0.39

4.77.1

12.67.9

10.317.613.315.16.72.10.71.9

100



13714306090120183



250%

0.000.000.000.000.190.321.44.119

520%

0.000.000.000.000.000.000.070.416.2

1010%

0.000.000.000.000.000.000.000.073.1

205%

0.000.000.000.000.000.000.000.001.6



2 50%

5 20%

10 10%

254%

502%

100 1%

8000 13000 16800 21900 26000


30300



13715306090


250%

21701160622393271191160

520%

34901800921556373253214

1010%

449022801130663439294250

254%

592029601420797520345297


502%

709035201640895580384333

1001%

836041201880993639422369



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

944 282 166 118 88 55 36 23 13 4.5 1.4 0.10 0.01 0.00 0.00 0.00 0.00

366

co

Q

Z o

10*

105

rf

1C

f

CD ID

O LJ

1C

fO CC < o

<£

10

Q

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7335700

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

171. D

ura

tion h

ydro

gra

ph

s of

da

ily d

isch

arg

e v

alu

es

for

Kia

mic

hi

Riv

er

ne

ar

Big

Ce

da

r,

Okl

ahom

a,

wate

r ye

ars

1

96

6-1

98

4 (

str

ea

mflo

w u

nre

gula

ted).

RED RIVER BASIN

07336200 KIAMICHI RIVER NEAR ANTLERS, OK

LOCATION.--Lat 3^°1V55", long 95°36'18", in SW 1/<f sec.35, T.3 S., R.16 E., Pushmataha County, Hydrologic Unit111W1105, on right bank, 50 ft downstream from bridge on U.S. Highway 271 and State Highway 2, 2.0 mi northeast ofAntlers, 7.7 mi downstream from Tenmile Creek, 5.^ mi upstream from Cedar Creek and at mile 59.6.

DRAINAGE AREA. 1,138 mi2 .


REMARKS.--Flow regulated since Oanuary 1983 by Sardls Lake, about <*2.0 mi above station, for municipal water supply for city of Antlers.

Small diversion above station



MONTH

OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

MAXIMUM(CFS)

3630586028302120404062506190682058803674905910

2670

MINIMUM(CFS)

9.21008310921625333116948220.111.7

606

MEAN(CFS)

824192097398718903090220028202080150132830

1480

STAN DARD

DEVIATION(CFS)

11602360865742

13701940191019201890121148

1830

795


1.4U20.890.750.730.630.870.680.910.801.12.2

0.54

PERCENT OF

ANNUALRUNOFF

4.610!?5.45.5

10.617.312.315.811.60.80.74.6

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 197^-82

PERIOD(CON- ccpii Jtl-W

TIVEDAYS)

137

1^306090120183



250%

3.53.6<*.!5.79.9

2869139276

520%

0.000.000.000.000.002.9

21<*0101

1010%

0.000.000.000.000.000.65

112163

PERCENT

205%

0.000.000.000.000.000.166.612<^



250%

5 20%

10 10%

25 50 2%

1001%

29700 f0700 ^7500 55WO 60900


66200



137

15306090

250%

297002^7001^1008560563036702870


520%

399003^300198001200075705080^160

1010%

<^800388002280013700867059905100

25<f%

WOO^29002580015500988071306390

502%

51800^500027600165001070079707^20

1001%

53800^6600290001730011 «>088008510



1% 5% 10% 15% 20% 30% W% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

20WO 6990 3f80 22W 1630 897 5^3 330 107 ^6 1.9 0.03 0.01 0.01 0.00

368

CO

CD

C

D

O z O or Lul

Q_

LJ

1Cf

10s

110°

O z

itf

«L

J

O a: O CO 0

10"1

10"

TT

TT

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

BO

-PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

STAT

ION

NU

MB

ER

07336200

STR

EA

MFL

OW

UN

RE

GU

LATE

D

\*

«:\ /

*

-' i

t »

'.»»

V

il\

*i\

N-/

V

* \/

v.

l V

/\

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

1

72

. D

ura

tio

n h

ydro

gra

ph

s o

f daily

dis

charg

e v

alu

es

for

Kia

mic

hi

Riv

er

ne

ar

Antle

rs,

Okl

ahom

a,

wate

r ye

ars

1

97

4-1

98

2 (s

tre

am

flo

w unre

gula

ted).

RED RIVER BASIN

07336500 KIAMICHI RIVER NEAR BELZONI, OK

LOCATION.--Lat 34°12'02", long 95°29'03", in SE 1/4 sec.1<f, T. 14 S., R.17 E., Pushmataha County, near left bank on downstream side of pier of bridge on State Highway 7, 1.8 mi northwest of Belzoni, 6.5 mi downstream from Cedar Creek, 10 mi upstream from Possum Creek, and at mile 47.7.






STAN DARD



OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEJULYAUGUSTSEPTEMBER

3430829057609710978010800129001090012300695032105800

0.000.648.86.8

78176148295240.950.000.00

ANNUAL 4210 514

61710701550207026302370359034701520679239706

1700

8031600148022702470202030302650251013305151310

789

1.31.50.951.10.940.850.840.761.72.02.21.8

0.46

3.0 5.27.610.112.811.517.516.97.43.31.23.4

100



13714306090120183



250%

1.61.92.43.47.6

2659114431

520%

0.000.000.000.000.302.29.1

26137

1010%

0.000.000.000.000.000.292.4

1163

PERCENT

205%

0.000.000.000.000.000.000.605.1

29



2 50%

520%

10 10%

254%

50 2%

100 1%

34500 49400 59400 72000


81300 90600



137

15306090


250%

30700258001640010000660044503640

520%

43700377002430014500968066805430

1010%

521004550029900175001180082906720

254%

6250055100371002110014400105008450

502%

7010062200427002380016300122009810

1001%

77500691004840026400183001400011230



1% 5% 10% 15% 20% 30* 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

25300 8470 3770 2340 1630 954 579 345 200 98 40 9.6 1.7 0.07 0.03 0.02 0.00

370

CO

-si

10f

m

10s

10*

10s

I 1°*

O z

m1

Q z

o LJ

CL

LJ LJ

O

o:

< O

c/

1Cf

10.-1

10k-2

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

- 8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

65

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

173. D

ura

tion h

ydro

gra

ph

s of

daily

dis

charg

e v

alu

es

for

Kia

mic

hi

Riv

er

near

Be

lzo

ni,

Okl

ahom

a,

wa

ter

years

1933-1

971

(str

ea

mflo

w u

nre

gu

late

d).

RED RIVER BASIN

07336820 RED RIVER NEAR DE KALB, TX

LOCATION.--Lat 33*41'15", long 94°41'39", Bowle County, Tex.-McCurtaln County, Okla. State line, Hydrologlc Unit11140106, near left bank at downstream side of bridge on U.S. Highway 259, 4.8 ml upstream from North Mill Creek, 13ml north of De Kalb, and at mile 556.9.

DRAINAGE AREA.--47,348 ml2 , of which 5,936 ml 2 probably Is noncontrlbutlng.

PERIOD OF RECORD.--December 1967 to current year.

REMARKS.--Flow regulated since October, 1943 by Lake Texoma.




MEAN (CFS)

STAN DARD COEFFI-


PERCENTOF

ANNUAL RUNOFF

OCTOBERNOVEMBF.RDECEMBEROANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER

400005320045400113003100041200489006080061600350001390024000

ANNUAL 23400

178021101610170028802490301047103350260014201390

4690

9860133001250068001180014900142002030020500678042004840

11600

1090015300127003010935010200117001480016700797029305860

6090

1.11.21.00.440.790.690.830.730.811.20.701.2

0.52

7.09.59.04.98.410.610.114.514.6 4.8 3.0 3.5

100



137

14306090120183



250%

7208831160153020102540295036304820

520%

442560773

101014501890221024903090

1010%

34844763881612501650196021202530

PERCENT

205%

28837355068811101490180019002190


DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN Yt.AHS, AND EXCI.EDANCE PROBABILITY, IN PERCENT

2 50%

5 20%

10 10%

254%

502%

100 1%

72400 117000 152000 202000 243000 288000




137

15306090


250%

72800663005860047800350002420021000

520%

110000968008310067800518003650031300

1010%

1370001180009950080700634004580038700

254%

17400014700012000096700785005880048400


502%

2030001690001 36000108000901006960056000

1001%

2320001920001510001200001020008120063900

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD DF RECORD 1969-84


1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

77400 47900 30900 21400 16200 9960 7150 5390 4300 3440 2660 1830 1400 974 738 637 455

372

CO -Nl

CO

1Cf

o LU

1rf

tn

1U

LJ a.

t § 10*

r>

o LJ

O a:

< o

</) a

10s

20-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EXC

EED

ANC

E P

RO

BA

BIL

ITY

BO

-PE

RC

EN

T EX

CEE

DAN

CE

PR

OB

AB

IUTY

STAT

ION

NU

MBE

R 0

73

36

82

0

STR

EAM

FLO

W R

EGU

LATE

D

-'"

" '

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

A

UG

SE

PT

Fig

ure

1

74

. D

ura

tio

n h

ydro

gra

phs

of

daily

dis

cha

rge

va

lue

s fo

r R

ed R

ive

r n

ea

r D

e K

alb,

Tex

as,

wate

r ye

ars

1976-1

984 (

stre

am

flow

re

gu

late

d).

RED RIVER BASIN

07337500 LITTLE RIVF.R NEAR WRIGHT CITY, OK

LOCATION.--Lat 3*"0*'10", long 95"02'*7", in NE 1/* NW 1/* sec.6, T.6 S., R.22 E., McCurtaln County, Hydrologlc Unit 111*0107, on left bank on downstream side of bridge on State Highway 98, 1.8 ml upstream from White Oak Creek, 2.0 ml west of Wrlght City, 4-.7 ml downstream from Pine Creek Lake, and at mile 1*0.6.

DRAINAGE AREA.--6*5 ml2 .

PERIOD OF RECORD.--October 1929 to September 1931, October 19** to current year. Monthly discharge only for some periods, published In WSP 1311.

REMARKS.--Except for 10 ml 2 Intervening area, flow completely regulated since Oune 1969 by Pine Creek Lake.


MONTHLY AND ANNUAL MEAN DISCHARGES 1930-31, 19*5-68


DEVIA- CIENT OF OFMAXIMUM MINIMUM MEAN TION VARI- ANNUAL

MONTH (CFS) (CFS) (CFS) (CFS) ATION RUNOFF


ANNUAL

2120 3610 30*0 5350 WOO 70*0 5*30 6870 *1*0 2280 1690 3*90

0.00 1.0 *.9 3.5

9810*2162*7 13 2.7 0.00 0.00

1980 363

305582818109015301*1015902080557*09 152*1*

907

*868618061220121013601380162010306793357**

*39

1.61.50.991.10.790.960.870.781.81.72.21.8

0.*8

2.85.37.59.91*.012.91*.619.05.13.71.*3.8

100

MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1931, 19*6-68

PERIOD(CON- ccrii.OCV.U

TIVEDAYS)

1371*306090120183

DISCHARGERECURRENCE

, IN CFS,INTERVAL


NON-EXCEFDANCE PROBABILITY, IN PERCENT

250%

1.21.*1.62.0*.o102*59

217

520%

0.090.100.120.150.280.993.5

1165

1010%

0.000.000.000.000.020.190.953.8

30

205%

0.000.000.000.000.000.010.121.5

1*



2 50%

520%

10 10%

25*%

50 2%

100 1%

30500 *9700 6*100 83800 99600 116000

OKLAHOMA WEIGHTED SKEW = -0.0*6

MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1930-31, 19*5-68

PERIOD(CON- ccpii.TIVEDAYS)

137

15306090


250%

20700128007810*83033*023101880

520%

3*10020300118007390*9*035202860

1010%

**500260001*50092106020*3903590

25*%

593003*00018000116007*005570*600

502%

71600*060020800135008**065005*20

1001%

8*900*770023500155009*707*706280

DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1930-31, 19*5-68


1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

12700 *170 2070 1320 928 5*9 3*0 200 113 55 22 3.7 0.89 0.09 0.0* 0.02 0.00

374

CO -«J en

O o LJ

10*

o:

, If

1Cf

a. y 10°

m r>

o LJ

O1C

?

o

(/) og

1Cf

10rl

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

IUTY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

75

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

1

75

. D

ura

tio

n h

ydro

gra

ph

s o

f d

aily

dis

char

ge

valu

es f

or

Lit

tle R

iver

nea

r W

rig

ht

Cit

y,

Okl

aho

ma,

wate

r years

1950-1

968 (

str

eam

flo

w u

nre

gu

late

d).

RED RIVER BASIN

07337500 LITTLE RIVER NEAR WRIGHT CITY, OK Continued




MEAN (CFS)

STAN DARD COEFFI- DEVIA- CIENT OF TION VARI- (CFS) ATION

OCTOBERNOVEMBERDECEMBERJANUARYFLBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

2080449041302330309036702950411036904944023270

13143925

1029864294199.49.5

13

1860 332

5078591130745

1130147012701570112013085304

858

6961410121060886010009179671260147115808

434

1.41.61.10.820.760.680.720.621.11.11.42.7

0.51

PERCENTOF

ANNUAL RUNOFF

4.98.311.07.210.914.312.315.210.81.30.82.9

100


PERIOD(CON-

TIVEDAYS)

13714306090120183



250%

7.98.28.4

1115263652

152

520%

2.22.73.85.5

1014162054

1010%

0.821.42.43.88.6

11111332

IN PERCENT

205%

0.310.811.72.87.79.09.09.1

21



250%

520%

10 10%

254%

50 2%

100 1%

6630 8150 9100


10300 11100 11900



13715306090


250%

6250604056804410313021901770

520%

7120691067705710428029602450

1010%

7540732072406410504034802940

254%

7950771076607160601041603610


502%

8200794078807640674046804140

1001%

8400813080508060780052104690



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5 99.9%

1.67110 5090 3060 1860 1170 555 293 154 69 37 25 15 10 6.1 3.7 2.4

376

10T

CO

o a CO LJ a. t LJ

b.

O m

o o O c/2 Q

10*

1Cf

irf

20-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

73

37

50

0

STR

EA

MFL

OW

RE

GU

LATE

D

id1

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

176. D

ura

tion hydro

gra

phs o

f daily

d

isch

arg

e valu

es fo

r L

ittle

R

iver

ne

ar

Wright

City,

Okl

ahom

a,

wate

r ye

ars

1976-1

984 (s

tre

am

flo

w re

gula

ted).

RED RIVER BASIN

07337900 GLOVER CREEK NEAR GLOVER, OK

LOCATION.--Lat 34 e05'51", long 94 e 54'07", in NW 1/4 NE 1/4 sec.28, T.5 S., R.23 E., McCurtaln County, Hydrologlc Unit 11140107, near right bank on downstream side of pier of bridge on State Highways 3 and 7, 2.0 mi north of Glover, 11.0 ml northwest of Broken Bow, and at mile 9.2.




MONTH






ANNUAL

127021503380120015302510194025401510213288

2690

0.000.332.82.0

5397

2321034.61.10.000.00

979 169

2594346284135918726968323414749218

447

3545227333304206204716794065882

569

214

1.41.21.20.800.710.710.680.821.21.21.72.6

0.48

4.88.1

11.77.7

11.016.212.915.56.30.90.94.1

100



137

14306090120183



250%

0.280.370.520.861.94.9

123298

520%

0.000.000.000.130.430.932.16.4

34

1010%

0.000.000.000.000.070.140.722.2

18

205%

0.000.000.000.000.000.000.260.819.7



2 50%

5 20%

10 10%

254%

502%

1001%

27500 47000 62700 85700 105000 127000



PERIOD (CON-CCpIl

TIVEDAYS)

137

15306090


250%

1280068703860232017201160943

520%

207001060057903590246016401350

1010%

272001390073304560292019701630

254%

372001910096005910348024102000

502%

4600023900116007010388027402280

1001%

5620029500137008210427030702580



1% 5% 10% 15% 20% 30* 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

6280 1870 977 614 459 267 168 100 55 27 9.9 2.2 0.57 0.05 0.02 0.01 0.00

378

CO -J CD

Q Z o a in

a: LJ CL Ld

104

10s

o m Z> o Ld

O

DC O

10

' ET

10"

rj

5

10"

10"

20-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

80-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07

33

79

00

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

1

77

. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

char

ge

va

lue

s f

or

Glo

ver

Cre

ek

nea

r G

love

r, O

klah

om

a,

wa

ter

years

1966-1

984 (

stre

amfl

ow

un

reg

ula

ted

).

RED RIVER BASIN

07338500 LITTLE RIVER BELOW LUKFATA CREEK NEAR IDABEL, OK

LOCATION.--Lat 33°56'28", long 94'45'30", in SE 1/4 SE 1/4 sec.14, T.7 S., R.24 E., McCurtaln County, Hydrologlc Unit 11140107, on left bank at downstream side of bridge on U.S. Highway 70 just downstream from Lukfata Creek, 5.0 ml northeast of Idabel, and at mile 103.4.

DRAINAGE AREA. 1,226 ml 2 .


REMARKS.--Flow regulated since June 1969 by Pine Creek Lake, 41.9 ml upstream.


MONTH






26407890

103003170655077306190580060401170676

6990

ANNUAL 3420

2646

14615717630452167347311925

676

81517202440146023203080224029101910283162648

1660

9732470267097416601940156015601980314183

1720

760

1.21.41.10.660.710.630.700.541.01.1 1.1 2.7

0.46

4.18.612.27.311.615.411.214.69.51.40.83.2

100



137

14306090120183



250%

21242629355785144372

520%

1316171923304057

164

1010%

9.812141519222936

109

205%

7.59.8

11121617232479



250%

5 20%

10 10%

254%

50 2%

1001%

11800 19100 29800

STATION SKEW =2.90

56300 93200 156000



13715306090


250%

120001100082607150569041203390

520%

1850016400117009700778056004660

1010%

26400224001490011500916065505490

254%

426003390020300139001090077306540

502%

616004640025600157001220085907310

1001%

894006370032100177001350094408080



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

11300 7620 5640 3930 27«0 1430 791 449 263 142 72 38 27 20 16 14 10

380

CO CD

1CT

e

Q z

o a CO C£

LJ

Q. t LJ

U.

O m

o

10*

10s

LJ o oI

1Cf

10°

20-

PE

RC

EN

T E

XCEE

DA

NC

E PR

OB

AB

ILIT

Y

50-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

STA

TIO

N N

UM

BER

07338500

STR

EAM

FLO

W R

EGU

LATE

D

B 8

0-P

ER

CE

NT

EXC

EED

AN

CE

PRO

BA

BIL

ITY

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

178. D

ura

tio

n

hyd

rog

rap

hs

of

dai

ly

dis

char

ge

valu

es f

or

Lit

tle

Riv

er

bel

ow

L

uk

fata

Cre

ek

nea

r Id

abel

, O

klah

om

a, w

ate

r y

ea

rs

19

76

-19

84

(str

eam

flo

w

reg

ula

ted

).

RED RIVER BASIN

07339000 MOUNTAIN FORK NEAR EAGLETOWN, OK

LOCATION.--Lat 34°02'30", long 94°37'15", in SE 1/4 SE 1/4 sec.7, T.6 S., R.26 E., McCurtaln County, Hydrologic Unit11140108, near center of span on downstream side of pier of bridge on U.S. Highway 70, 2.0 ml west of Eagletown,10.7 ml downstream from Broken Bow Dam, and at mile 8.9.


PERIOD OF RECORD.--March 1924 to December 1925, October 1929 to current year. Published as Mountain Fork River near Broken Bow 1924-25 and as Mountain Fork River near Eagletown 1929-60. Monthly discharge only for some periods, published In WSP 1311.

REMARKS.--Except for 33 ml2 Intervening area, flow completely regulated since October 1968 by Broken Bow Lake.


MONTH





OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYGUNEGULYAUGUSTSEPTEMBER

2790339039108000674010700820067904890246021103260

0.000.00

1516

192254167288250.970.000.00

ANNUAL 2610 359

425836134019202160210022302370807483271336

1270

62283710701990171017301830mo1050751460628

566

1.51.00.801.00.790.820.820.821.31.51.71.9

0.45

2.85.58.812.614.1

13.714.615.55.33.21.82.2

100


PERIOD(CON-

TIVEDAYS)

13714306090120183



250%

2.12.43.14.58.9

244794

293

520%

0.000.000.000.000.121.78.1

23109

1010%

0.000.000.000.000.000.092.61060

PERCENT

205%

0.000.000.000.000.000.000.935.0

34



2 50%

520%

10 10%

254%

50 2%

100 1%

36800 62100 80300 104000 122000 141000




137

15306090


250%

2660017600112007170490033602750

520%

4220026400149009930697050004160

1010%

51900312001630011100799059905060

254%

63100361001730012000894071206150

502%

70600392001770012500947078806930

1001%

77500417001790012800988085707660



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

15500 5800 3090 2010 1440 846 549 343 201 103 42 12 2.0 0.07 0.03 0.02 0.00

382

CO oo CO

Q

Z O a CO LJ

Q_

LJ

LJ

10* 103

y 10*

o m o I 10

'LJ

O 1

1Cf

Q

10

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

........ 5

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STA

TIO

N N

UM

BE

R 0

7339000

STR

EA

MFL

OW

UN

RE

GU

LATE

D

OC

T N

OV

D

EC

JAN

FE

B M

AR

APR

M

AY

JUN

E

JULY

AU

G

SEPT

Fig

ure

179. D

ura

tion h

ydro

gra

ph

s of

da

ily d

isch

arg

e v

alu

es

for

Mou

ntai

n F

ork

ne

ar E

ag

leto

wn

, O

kla

ho

ma

, w

ate

r ye

ars

1951-1

969 (s

tream

flow

un

reg

ula

ted

).

RED RIVER BASIN

07339000 MOUNTAIN FORK NEAR EAGLETOWN, OK Continued




MEAN (CFS)

STAN DARD

DEVIA TION (CFS)


OCTOBERNOVEMBERDECEMBERJANUARYILLJRUARYMAHCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER

ANNUAL

19704800381033602980

498056104280265015201930

2470

1875

164199292524306314288217325278

359

5079241510129015201910211019901720980798594

1320

46412701240841948999164014501350606352420

548

0.921.40.820.650.630.520.780.730.790.620.440.71

0.41

PERCENTOF

ANNUAL RUNOFF

3.25.8 9.5 8.1 9.6 12.0

10.9 6.2 5.0 3.7

100


PERIOD(CON-SF Pilot- V*U

TIVEDAYS)

13714306090120183




2 550% 20%

96 50135 86193 127201 156241 193298 238401 300458 328595 402

1010%

305687138178222267285333

205%

183558125168212246257288

MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BAStl) ON 16 YEARS OF RECORD


250%

5 20%

10 10%

254%

50 2%

100 1%

94bO 12100 14100


17100 19500 22200



137

15306090


250%

6950653057004760376030302570

520%

8250805077406700549041903560

1010%

8790865085007420625046504000

254%

9240910090507920688050104380


502%

9470935092808130718051704570

1001%

9640955094208250739052704700



1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%

7630 5330 3560 2710 2160 1420 946 646 445 298 210 152 123 78 25 12 1.1

384

1Cf

p

Q Z o a (/> a:

LJ

a.

2

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

....

....

50-

PE

RC

EN

T E

XC

EE

DA

NC

E P

RO

BA

BIL

ITY

8

0-P

ER

CE

NT

EX

CE

ED

AN

CE

PR

OB

AB

ILIT

Y

STAT

ION

NU

MB

ER

07339000

STR

EA

MFL

OW

REG

ULA

TED

104

CO oo

en

LJ

Lu O

DD ID

Oa icf

o 1C, o

1(f

r

101

OC

T N

OV

D

EC

JAN

FE

B M

AR

AP

R

MAY

JU

NE

JU

LY

AU

G

SEPT

Fig

ure

1

80

. D

ura

tio

n h

ydro

gra

ph

s of

daily

d

isch

arg

e v

alu

es

for

Mounta

in

Fo

rk

ne

ar

Eagle

tow

n,

Okl

ahom

a,

wate

r ye

ars

1

97

6-1

98

4 (

str

eam

flow

re

gu

late

d).

INDEX

Page

Alex, Washlta River at.......................... 330-331Winter Creek near............................. 328-329

Alva, Salt Fork Arkansas River near............. 32-33Anadarko, Washlta River at...................... 320-321Antlers, Klamlchl River near.................... 368-369Arcadia, Deep Fork near......................... 222-223Ardmore, Caddo Creek near....................... 342-343Arkansas City, Kans., Arkansas River at......... 26-29Arkansas River, at Arkansas City, Kans.......... 26-29

at Dan No. 13, near Van Buren, Ark............ 250-253at Ralston.................................... 42-43at Tulsa...................................... 80-83near Haskell.................................. 86-87near Huskogee................................. 148-149near Sallisaw................................ 238-239Salt Fork, at Tonkawa......................... 38-39

near Alva................................... 32-33near Cherokee............................... 34-35near 3et.................................... 36-37near Winchester............................. 30-31

Arthur City, Tex., Red River at................. 364-365Avant, Bird Creek at............................ 114-115

Baron Fork at Eldon.............................Beaver, Beaver River at.........................Beaver Creek near Waurlka.......................Beaver River, at Beaver.........................

near Fort Supply..............................near Cuymon...................................

Beggs, Deep Fork near...........................Belzonl, Klamlchl River near....................Berlin, Sandstone Creek near....................Big Cabin, Big Cabin Creek near.................Big Cabin Creek near Big Cabin..................Big Cedar, Klamlchl River near..................Bird Creek, at Avant............................

near Sperry..................................Black Bear Creek at Pawnee......................Blackwell, Chikaskla River near.................Blue, Blue River near...........................Blue Beaver Creek near Cache....................Blue River, at Mllburn..........................

near Blue.....................................Boise City, Cimarron River above Ute Creek near. Bridgeport, Canadian River at...................Buffalo, Cimarron River near....................Buffalo Creek near Lovedale.....................Burkburnett, Tex., Red River near...............

Cache, Blue Beaver Creek near...................Caddo Creek near Ardmore........................Calvin, Canadian River at.......................Canadian River, at Bridgeport...................

at Calvin.....................................near Noble....................................near Whltefleld...............................

Candy Creek near Wolco..........................Caney, Clear Boggy Creek near...................Caney Creek, near Copan.........................Caney River, near Hulah.........................

near Ochelata.................................near Ramona...................................

Canton, North Canadian River at.................Carl, Elm Fork of North Fork Red River near.....Carnegie, Washita River at......................Carter, North Fork Red River near...............Cherokee, Salt Fork Arkansas River near.........Cheyenne, Sandstone Creek near..................

Washlta River near............................Chikaskia River near Blackwell..................Chouteau, Neosho River near.....................Cimarron River, above Ute Creek, near Boise City

at Man ford....................................at Ollton.....................................at Perkins....................................near Buffalo..................................near Dover....................................near Forgan...................................near Cuthrie..................................near Kenton...................................near Mocane...................................near Waynoka..................................

Claremore, Verdigris River near.................Clear Boggy Creek near Caney....................Clear Creek near Elmwood........................

156-157 192-193 286-287 192-193 196-197 188-189 226-229 370-371 298-299 136-137 136-137 366-367 114-115 120-121 44-45 40-41

356-357 280-281 354-355 356-357

50-51 162-165

56-57 58-59

274-275

280-281342-343182-185162-165182-185166-167232-235116-117360-363

98-9994-97

104-105108-109206-209262-263310-313256-257

34-35300-301294-29740-41

140-14150-5178-7976-7772-7356-5766-6752-5368-6948-4954-5560-61

110-113360-363194-195

Cleveland, Ranch Creek at Cleveland Dam near. Clinton, Washlta River near..................Cobb Creek, near Eakly.......................

near Fort Cobb.............................Colbert, Red River near......................Coldwater Creek near Hardesty................Commerce, Neosho River near..................Copan, Caney Creek near......................

Little Caney River below Cotton Creek near. Council Creek near Stlllwater................Courtney, Mud Creek near.....................

De Kalb, Tex., Red River near................Deep Fork, near Arcadia......................

near Beggs.................................near Dewar.................................

Deep Red Run near Randlett...................Denlson, Tex., Red River at Denlson Dam near. Dewar, Deep Fork near........................Dickson, Washlta River near..................Double Creek Subwatershed No. 5 near Ramona.. Dover, Cimarron River near...................Drummond, Turkey Creek near..................Dry Creek near Kendrick......................Duncan, Little Beaver Creek near.............

Eagletown, Mountain Fork near...............Eakly, Cobb Creek near......................East Cache Creek near Walters...............El Reno, North Canadian River near..........Eldon, Baron Fork at........................Elk Creek near Hobart.......................Elk River near Tiff City, Ho................Elm Fork of North Fork Red River, near Carl,

near Mangum...............................Elmwood, Clear Creek near...................

Fargo, Wolf Creek near Fargo................Farrls, Muddy Boggy Creek near..............Flint Creek near Kansas.....................Forgan, Cimarron River near.................Fort Cobb, Cobb Creek near..................Fort Gibson, Neosho River below Fort Gibson

Lake near.................................Fort Supply, Beaver River near..............

Wolf Creek near...........................Foss, Washita River near....................Fourche Maline near Red Oak.................

Gaines Creek near Krebs............Gainesvllle, Tex., Red River near.. Glover Creek near Glover...........Glover, Glover Creek near..........Gore, Illinois River near..........Gracemont, Sugar Creek near........Granite, North Fork Red River near. Grove, Neosho River near...........Guthrie, Cimarron River near.......Guymon, Beaver River near..........

Hackett, Ark., Dames Fork near.................Hammon, Washlta River near.....................Hardesty, Coldwater Creek near.................Harrah, North Canadian River near..............Haskell, Arkansas River near...................Headrick, North Fork Red River near............Heyburn, Polecat Creek below Heyburn Lake near. Hobart, Elk Creek near.........................Hominy Creek near Skiatook.....................Hoover, Wildhorse Creek near...................Hulah, Caney River near........................

Idabel, Little River below Lukfata Creek near. Illinois River, near Core.....................

near Tahlequah..............................near Watts..................................

Inola, Verdigris River near...................

Dames Fork near Hackett, Ark.......3et, Salt Fork Arkansas River near.

Kansas, Flint Creek near.... Kendrick, Dry Creek near.... Kenton, Cimarron River near.

Page

46-47 306-309 314-315 316-319 350-353 190-191 124-12798-99

100-10174-75

290-291

372-373 222-223 226-229 230-231 282-283 348-349 230-231 344-347 106-107 66-67 64-65

224-225 284-285

382-385 314-315 276-279 210-213 156-157 266-267 130-131 262-263 264-265 194-195

198-199 358-359 152-153

52-53 316-319

146-147 196-197 200-201 304-305 240-243

186-187 292-293 378-379 378-379 158-161 322-323 258-259 132-133 68-69

188-189

248-249 302-303 190-191 218-219

86-87 268-269

84-85 266-267 118-119 340-341

94-97

380-381 158-161 154-155 150-151 122-123

248-249 36-37

152-153224-225

48-49

386

INDEX

Page

Kiamichi River, near Antlers.................... 368-369near Belzonl.................................. 370-371near Big Cedar................................ 366-367

Krebs, Calnes Creek near........................ 186-187

Langley, Neosho River near......................Lenapah, Verdigris River near...................Little Beaver Creek near Duncan.................Little Caney River below Cotton Creek near Copan Little River, below Lake Thunderbird, near Norman

near Sasakwa..................................near Tecumseh.................................

Little River, below Lukfata Creek, near Idabel..near Wrlght City..............................

Little Washlta River near Ninnekah..............Lovedale, Buffalo Creek near....................Lovell, Skeleton Creek near.....................Lugert, North Fork Red River below Altus Dam

near..........................................

Manford, Clmarron River at.....................Mangum, Elm Fork of North Fork Red River near..

Salt Fork Red River at.......................Maysvllle, Rush Creek near.....................Milburn, Blue River at.........................Mocane, Clmarron River near....................Mountain Fork near Eagletown ..................Mountain Park, West Otter Creek at Snyder Lake

near.......................................Mud Creek near Courtney........................Muddy Boggy Creek near Farris..................Muskogee, Arkansas River near..................

Neosho River, below Fort Cibson Lake, nearFort Cibson................................

near Chouteau................................near Commerce................................near Grove...................................near Langley.................................near Wagoner.................................

Ninnekah, Little Washlta River near............Noble, North Canadian River near...............Norman, Little River below Lake Thunderbird

near.......................................North Canadian River, at Canton................

at Woodward..................................below Lake Overholser, near Oklahoma City....near El Reno.................................near Harrah..................................near Oklahoma City...........................near Selling.................................near Wetumka.................................

North Fork Red River, below Altus Dam, near Lugert.....................................

near Carter..................................near Granite.................................near Headrlck................................Elm Fork of, near Carl.......................

near Mangum................................

Ochelata, Caney River near.....................Oil ton, Clmarron River at......................Okeene, Salt Creek near........................Okesa, Sand Creek at...........................Oklahoma City, North Canadian River below Lake

Overholser near............................North Canadian River near....................

Oologah, Verdigris River near..................

Pauls Valley, Washita River near..............Pawnee, Black Bear Creek at...................Perkins, Cimarron River at....................Polecat Creek below Heyburn Lake near Heyburn. Poteau River near Wister......................Pryor Creek near Pryor........................Pryor, Pryor Creek near ......................Purcell, Walnut Creek at......................Purdy, Rush Creek at..........................

134-13588-91

284-285100-101170-173178-181174-177380-381374-377324-32758-5970-71

260

78-79264-265

254338-339 354-35554-55

382-385

270-273 290-291 358-359 148-149

146-147 140-141 124-127 132-133 134-135 144-145 324-327 166-167

170-173 206-209 202-203 214-215 210-213 218-219 216-217 204-205 220-221

260256-257 258-259 268-269 262-263 264-265

104-105 76-77 62-63

102-103

214-215216-217

92-93

332-33544-4572-7384-85

244-247142-143142-143168-169336-337

Quapaw, Spring River near....................... 128-129

Ralston, Arkansas River at.....................Ranch Creek at Cleveland Dam near Cleveland..., Ramona, Caney River near.......................

Double Creek Subwatershed No.5 near..........

42-4346-47

108-109106-107

Page

Randlett, Deep Red Run near..................... 282-283Red Oak, Fourohe Mallne near.................... 240-243Red River, at Arthur City, Tex.................. 364-365

at Den1son Dam, near Denison, Tex............. 348-349near Burkburnett, Tex......................... 274-275near Colbert.................................. 350-353near De Kalb, Tex............................. 372-373near Gainesvllle, Tex......................... 292-293near Terral................................... 288-289North Fork, below Altus Dam, near Lugert...... 260

near Carter................................. 256-257near Granite................................ 258-259near Headriok............................... 268-269Elm Fork of, near Carl...................... 262-263

near Mangum............................... 264-265Salt Fork, at Mangum.......................... 254

Rush Creek, at Purdy............................ 336-337near Maysville................................ 338-339

Salllsaw, Arkansas River near................... 238-239Sallisaw Creek near........................... 236-237

Salllsaw Creek near Sallisaw.................... 236-237Salt Creek near Okeene.......................... 62-63Salt Fork Arkansas River, at Tonkawa............ 38-39

near Alva..................................... 32-33near Cherokee................................. 34-35near Oet...................................... 36-37near Winchester............................... 30-31

Salt Fork Red River at Mangum................... 254Sand Creek at Okesa............................. 102-103Sandstone Creek, near Berlin.................... 298-299

near Cheyenne................................. 300-301Sasakwa, Little River near...................... 178-181Selling, North Canadian River near.............. 204-205Skeleton Creek near Lovell...................... 70-71Sklatook, Hominy Creek near..................... 118-119Spavinaw Creek near Sycamore.................... 138-139Sperry, Bird Creek near......................... 120-121Spring River near Quapaw........................ 128-129Stlllwater, Council Creek near.................. 74-75Sugar Creek near Gracemont...................... 322-323Sycamore, Spavinaw Creek near................... 138-139

Tahlequah, Illinois River near.................. 154-155Tecumseh, Little River near..................... 174-177Terral, Red River near.......................... 288-289Tiff City, Mo., Elk River near.................. 130-131Tonkawa, Salt Fork Arkansas River at............ 38-39Tulsa, Arkansas River at........................ 80-83Turkey Creek near Drummond...................... 64-65

Van Buren, Ark., Arkansas River at Dam No. 13 near 250-253Verdigris River, near Claremore................. 110-113

near Inola.................................... 122-123near Lenapah.................................. 68-91near Oologah.................................. 92-93

Wagoner, Neosho River near...................... 144-145Walnut Creek at Purcell......................... 168-169Walters, East Cache Creek near.................. 276-279Washita River, at Alex.......................... 330-331

at Anadarko................................... 320-321at Carnegie................................... 310-313near Cheyenne................................. 294-297near Clinton.................................. 306-309near Dickson.................................. 344-347near Foss..................................... 304-305near Mammon................................... 302-303near Pauls Valley............................. 332-335

Watts, Illinois River near...................... 150-151Waurika, Beaver Creek near...................... 286-287Waynoka, Cimarron River near.................... 60-61West Otter Creek at Snyder Lake near

Mountain Park................................. 270-273Wetumka, North Canadian near.................... 220-221Whitefleld, Canadian River near................. 232-235Wildhorse Creek near Hoover..................... 340-341Winchester, Salt Fork Arkansas River near....... 30-31Winter Creek near Alex.......................... 328-329Wister, Poteau River near....................... 244-247Wolco, Candy Creek near......................... 116-117Wolf Creek, near Fargo.......................... 198-199

near Fort Supply.............................. 200-201Woodward, North Canadian River at............... 202-203Wright City, Little River near.................. 374-377

387

10

2*

97»

37

»

f« V

36°

36

°

EX

PLA

NA

TIO

N

3396

25 I

50

I I

I I

25

5

0

75

10

0

KIL

OM

ET

ER

S

Gag

ing

sta

tion

and

ab

bre

via

ted

num

ber

for

contin

uous-

reco

rd s

tatio

ns

used

in

stu

dy

Note

: S

tatio

n r

:e

rs a

re a

bb

revi

ate

d b

y o

mitt

ing

the

07 p

i *

and

show

ing t

he l

ast

2 d

igits

as

de

cim

al

un

less

they

are

zero

s,

in

case

they

are

om

itte

d

75 I

10

0

MIL

ES

100

Fig

ure

1.-

-Lo

ca

tio

n o

f st

raa

mflo

w g

agin

g st

atio

ns.

statistical summaries of streamflow records in …statistical summaries of streamflow records in...

Documents