list of figures · las chavez drain harlan lateral old belen acequia old belen acequia garcia...

ii

LIST OF FIGURES Figure 1 Project Location Figure 2 Belen Schematics Figure 3 Socorro Schematics Figure 4 Seepage Run Activity S4-01 Figure 5 Seepage Run Activity S4-02 Figure 6 Seepage Run Activity S4-03 Figure 7 Seepage Run Activity S4-05 Figure 8 Seepage Run Activity S4-06 Figure 9 Seepage Run Activity S4-07 Figure 10 Seepage Run Activity S4-08 Figure 11 Seepage Run Activities S4-09, S4-10, and S4-11 Figure 12 Seepage Run Activity S4-12 Figure 13 Seepage Run Activity S4-13 Figure 14 Seepage Run Activity S4-15 Figure 15 Seepage Run Activity S4-16 Figure 16 Seepage Run Activity S4-17 Figure 17 Seepage Run Activities S4-18, S4-19, and S4-20 Figure 18 Seepage Run Activities S4-21, S4-22, and S4-23 Figure 19 Seepage Run Activity S4-24 Figure 20 Seepage Run Activity S4-25 Figure 21 Measured Discharge, Adjusted Discharge, and Estimated Seepage for the

Rio Grande Seepage Run, Socorro Division, S4-01, June 9-12, 2001

iii

Figure 22 Measured Discharge and Estimated Seepage for the LFCC Seepage Run, Socorro Division, S4-02, June 10-13, 2001

Figure 23 Measured Discharge and Estimated Seepage for the Rio Grande Seepage

Run, Belen Division, S4-03, June 23-24, 2001 Figure 24 Measured Discharge, Adjusted Discharge, and Estimated Seepage for the

Rio Grande Seepage Run, Socorro Division, S4-05, June 27, 2001 Figure 25 Measured Discharge and Estimated Seepage for the Rio Grande Seepage

Run, Belen Division, S4-06, June 28-29, 2001 Figure 26 Measured Discharge and Estimated Seepage for the Rio Grande Seepage

Run, Belen Division, S4-07, July 6-9, 2001 Figure 27 Measured Discharge and Estimated Seepage for the La Joya Acequia

Seepage Run, Belen Division, S4-08, July 10, 2001 Figure 28 Measured Discharge and Estimated Seepage for the Socorro Main Canal

Seepage Run, Socorro Division, S4-09, July 18, 2001 Figure 29 Measured Discharge and Estimated Seepage for the Socorro Main Canal

Seepage Run, Socorro Division, S4-10, July 19, 2001 Figure 30 Measured Discharge and Estimated Seepage for the Socorro Main Canal

Seepage Run, Socorro Division, S4-11, July 20, 2001 Figure 31 Measured Discharge and Estimated Seepage for the Lower San Juan

Riverside Drain Seepage Run, Belen Division, S4-12, July 22, 2001 Figure 32 Measured Discharge and Estimated Seepage for the Rio Grande Seepage

Run, Belen Division, S4-13, July 22, 2001 Figure 33 Measured Discharge and Estimated Seepage for the Lower San Juan

Riverside Drain Seepage Run, Belen Division, S4-15, July 23, 2001 Figure 34 Measured Discharge and Estimated Seepage for the Rio Grande Seepage

Run, Belen Division, S4-16, July 23-24, 2001 Figure 35 Measured Discharge and Estimated Seepage for the West Riverside Drains

Seepage Run, Belen Division, S4-17, July 23-24, 2001 Figure 36 Measured Discharge and Estimated Seepage for the Peralta Riverside

Drain Seepage Run, Belen Division, S4-18, July 25, 2001

iv

Figure 37 Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-19, July 25-26, 2001

Figure 38 Measured Discharge and Estimated Seepage for the Belen Riverside Drain

Seepage Run, Reach 1, Belen Division, S4-20, July 25, 2001 Figure 39 Measured Discharge and Estimated Seepage for the Belen Riverside Drain

Seepage Run, Reach 2, Belen Division, S4-20, July 26, 2001 Figure 40 Measured Discharge and Estimated Seepage for the Peralta Riverside

Drain Seepage Run, Belen Division, S4-21, August 2, 2001 Figure 41 Measured Discharge and Estimated Seepage for the Rio Grande Seepage

Run, Belen Division, S4-22, August 2-3, 2001 Figure 42 Measured Discharge and Estimated Seepage for the Belen Riverside Drain

Seepage Run, Reach 1, Belen Division, S4-23, August 2, 2001 Figure 43 Measured Discharge and Estimated Seepage for the Belen Riverside Drain

Seepage Run, Reach 2, Belen Division, S4-23, August 3, 2001 Figure 44 Measured Discharge and Estimated Seepage for the Belen Riverside Drain

Seepage Run, Reach 3, Belen Division, S4-23, August 3, 2001 Figure 45 Measured Discharge, Adjusted Discharge, and Estimated Seepage for the

Rio Grande Seepage Run, Socorro Division, S4-24, August 8-9, 2001 Figure 46 Measured Discharge and Estimated Seepage for the LFCC Seepage Run,

Socorro Division, S4-25, August 8-9, 2001 Figure 47 Cumulative Losses on the Rio Grande, Socorro Division Figure 48 Total Rio Grande Loss vs. San Acacia Reference Flow, San Acacia to End

of Levee at Corral

#S

#S

#S

#S

#S

È

È

Los Lunas

Belen

Tome

Socorro

San Marcial

Elephant ButteReservoir

Rio Puerco

Rio Salado

Bosque del ApacheNational Wildlife Refuge

Belen Division

Socorro Division

San AcaciaDiversion Structure

IsletaDiversion Structure

Rio

Gra

nde

.-,25

0 7 14 21 28 Miles

N

EW

S

Figure 1. Project Location S. S. Papadopulos & Associates, Inc.File: Figure1.pdf November 30, 2001

Belen Division (Section 1)

Belen H

iline Canal

Belen A

cequia

Belen Highline Canal

Wasteway #1

IsletaRiverside Drain

Isleta DrainOutfall

Upper B

elen Riverside D

rain

Feeder Ditch

Las L

entes Drain

Las L

unes Lateral

Las L

unes Acequia

Tafoya L

ateral

Las C

havez Drain

Upper B

elen Riverside D

rain

Huning L

ateral

Upper Peralta R

iverside Drain

Otero L

ateral

Barr-ChicalCanal

Chical Lateral

Peralta Main C

anal

Old C

aique A

cequia

Upper C

hical A

cequia

Caique L

ateral

Hell C

anyon Lateral

Bosque Lateral

Jackson Acequia

Otero D

rain

Tom

e Drain

Hell C

anyon Lateral

Peralta Acequia

Middle Peralta A

cequia

Valencia A

cequia

Valencia D

rain

Las C

ercas Acequia

La C

onstancia Acequia

MiddlePeralta

Acequia

Otero L

ateral

San Fernandes

Acequia #2

New

Tom

e Ditch

Isleta Diversion StructureISLDV

BELCNPERCN CACCN CHACN

CHICNISLDV

Chical L

ateral

240 Wasteway

240WW

RM 169.2

RM 159.0

NM 46Bridge

Otero D

rain

WaterwaysDrainsWasteways

Rio GrandeUSGS gageMRGCD gage

Note:1. Schematic may not show actual geometric alignments horizontally2. River mile (RM) distances along the Rio Grande were interpreted from 1992 aerial photos and field ground checks3. Schematic has not been verified by MRGCD

Legend

Figure 2a. Belen Schematics from Isleta Diversion Structure at Rivermile (RM) 169.2 to RM 159.0 Draft 6/3/2002

Belen H

iline Canal

Belen A

cequia

Los C

havez Drain

Harlan L

ateral

Harlan D

rain

Los C

havez Acequia

Low

er Peralta Riverside D

rain

Peralta Main C

anal

New

Tom

e Ditch

La C

onstancia Acequia

Tom

e Drain

La ConstanciaAcequia

Hell C

anyon Lateral

La C

onstancia Lateral

El CeroDrain

Vallejo L

ateral

Enrique L

ateral

Low


rain

Hell C

anyon Lateral

Tome Drain

PeraltaMain Canal

Upper B

elen Riverside D

rainL

ower B

elen Riverside D

rain

New

Belen A

cequia

Gabaldon D

rain

Gabaldon A

cequia

Las C

havez Drain

Harlan L

ateral

Old B

elen Acequia

Old B

elen Acequia

Garcia A

cequia

Los

Chavez

Acequia

SousalLateral

Sousal Acequia

Upper A

rroyos Acequia

Bosque D

rain

Garcia Acequia

NewBelen

Wasteway

Garcia L

ateral

FeederDitch


Sausal Drain

Santa FeD

itch

LP1DR

PERWW

Prison Lateral

SanFernandesAcequia

Las LunasWasteway

Toafoya

Lateral

Las C

ercas Acequia

Valencia D

rain

Valencia A

cequia

Peralta Acequia

Los L

unes A

cequia

RM 159.0

RM 149.0

Otero D

rain

Figure 2b. Belen Schematics from RM 159.0 to RM 149.0 Draft 6/3/2002

Belen H

iline Canal

Garcia A

cequia

Bosque D

rain Low

er Arroyos A

cequia

New

Jarales Acequia

Sabinal Ditch

Belen H

iline Canal

San Juan Feeder CanalJaral L

ateral #2

Jaral Lateral #1

Luna Interior D

rain

Sabinal Lateral #2

Sabinal Lateral #1

Bosque Interior D

rain

Upper San Juan R

iverside Drain

Low

er San Juan Riverside D

rain

Sais Lateral

Casa C

olorada Drain

Casa C

olorada Acequia

San Juan Main C

anal

Feeder Ditch #3

SanchezDitch

STYWW

FD3WW

LP2DR


Santa FeD

itch

Garcia A

cequia

LowerArroyosAcequia

Sanchez Drain

New BelenWasteway

BELDR

NBLWW

Belen H

iline Canal

Low


rain

Low

er Belen

Riverside D

rain

Upper

Arroyos

Acequia

Low

er Sabinal Riverside D

rain

RM 149.0

RM 139.0

A.T. & S. F. Railroad Bridge

Jarales Bridge

Figure 2c. Belen Schematics from RM 149.0 to RM 139.0 Draft 6/3/2002

Las Nutrias Lateral

Bernardo DrainSan Francisco R

iverside Drain

Las N

utrrias Drain

San Juan Main C

anal

Belen G

rant Lateral #1

Belen G

rant Lateral #2

Low

er San Juan Riverside D

rain

Abeytas L

ateral #1

Abeytas L

ateral #2

Bernardo D

rain

Sabinal L

ateral #1San FranciscoR

eed Lateral

San Francisco Rio

Puerco Acequia

BernardoChanelization

AbeytasLateral #1


Low

er Sabinal Riverside D

rain

Las N

utrias Lateral

Las N

utrias Drain

San Juan Drain

San Juan Acequia

San Juan Lateral

San JuanWasteway

Sabinal Wasteway

Feeder #4

SABDR

Belen H

iline Canal

Garcia A

cequia

Sabinal Lateral #1

San Juan Main C

anal

RM 139.0

RM 129.0

BridgeUS 60

San Juan Main

RFBN5

BernardoInterior Drain

Rio GrandeFloodway at

Bernardo

Abo Arroyo

La Joya

Figure 2d. Belen Schematics from RM 139.0 to RM 129.0 Draft 6/3/2002

Drain Unit 7

Drain Unit 7 Extension

La Joya A

cequia

LSJDR

SFRDR


Salas ArroyoRio Puerco

Bernardo D

rain

RM 129.0

RM 116.2SOCORRO DIVISION

BELEN DIVISIONUN7DR

Rio Salado

ArroyoLos Alamos

Bernardo Arroyo

Canada Ancha

Canoncito Colorado

RM 118.7

RM 120.1

Figure 2e. Belen Schematics from RM 129.0 to the Socorro Division Boundary at RM 116.2 Draft 6/3/2002

Socorro Division (Section 1)

Alam

illo Ditch

LFC

C

Lem

itar Riverside D

rain

Polvadera Acequia Chamisal Drain

Vasquez

Lem

itar Ditch

Lem

itar Waste L

ateral

Socorro Main C

anal

McA

llistar Drain

Acequia Madre

IslaLateral

Lehen D

itch

SarricinoWasteway

Morten

Rinconda Lateral

CrabtreeInterior Drain

Acequia

SalangreD

itch

Riverside D

rain

Allery Drain

ChambonLateral

Lateral

San Acacia

Lateral

RM 116.2

RM 106.2

SOCCN SNAN5 - USGS Gage 08354900

Lemitar Diversion Structure

LFCC Wasteway

San Acacia Diversion StructureSNADV

Former SocorroMain Canal North

San Lorenzo Arroyo

Unit 7Drain

WaterwaysDrainsWasteways

Rio GrandeUSGS gageMRGCD gage

Note:1. Schematic may not show actual geometric alignments horizontally2. River mile (RM) distances along the Rio Grande were interpreted from 1992 aerial photos and field ground checks3. Schematic has not been verified by MRGCD

Legend

Figure 3a. Belen Schematics from San Acacia Diversion Structure at Rivermile (RM) 116.2 to RM 106.2 Draft 6/3/2002

Lem

itar Ditch

McA

llistar Drain

Lem

itar Riverside D

rain

LFC

C

Luis L

opez Drain

Socorro Ditch

Escondida D

rain

Socorro Riverside D

rain

Socorro Division (Section 2)

Arroyo de la Parida

Arroyo de los Pinos

Arroyo de tio Bartolo

Arroyo de la Presilla

Luis L

opez Acequia #1

Jaral Ditch

North Socorro

Florida Lateral

Socorro Ditch

Escondida ArroyoEscondidaWasteway

Socorro Main C

analSocorro M

ain Canal

Socorro Ditch Outfall

ScisnerosAcequia

MontoyaDitch

Lopesville

Shirley Wasteway

Luis Lopez C Drain

Greenstub D

rain

Socorro Main Canal

Drain

Diversion Channel

RM 106.2

RM 96.2

1200 Diversion Structure

9-MileOutfall

Figure 3b. Socorro Schematics from RM 106.2 to RM 96.2 Draft 6/3/2002

LFC

C

Arroyo de las Canas

Socorro Riverside D

rain

Socorro Main C

anal South

Luis L

opez Acequia #1

Brown Arroyo

Walnut Creek

Luis L

opez Drain

Apodaca L

ateral

San Antonio D

itchM

osley Lateral

Elem

endorfD

ran

Socorro Main C

anal South

Socorro Riverside D

rain

Luis L

opez Acequia #2

San Antonio D

itch

Montoya Drain

ReviraWasteway

Socorro Division (Section 3)RM 96.2

RM 86.2

US 380 Bridge

Neal Cupp Diversion Structure

Figure 3c. Socorro Schematics from RM 96.2 to RM 86.2 Draft 6/3/2002

LFC

C

Socorro Riverside D

rain

Socorro Main C

anal South

Interior Ditch

San Antonio D

itch

San Antonio L

ateral

PadillaWasteway

Riverside D

itch

Old San Antonio L

ateral

FloresDitch

Bruton

Drain

Elm

endorf Drain

SOCORRO DIVISION

BOSQUE DEL APACHE NATIONALWILDLIFE REFUGE

Figure 3d. Socorro Schematics from RM 86.2 to RM 76.2 Draft 6/3/2002RM 76.2

RM 86.2

LFC

C

Interior Ditch

LFC

C

LFCC

Tiffany C

hannel

San Marcial Gaging Station


RM 66.2

Figure 3e. Socorro Schematics from RM 76.2 to RM 66.2 Draft 6/3/2002

LFC

C

Elephant Butte Reservoir

Fort Craig Bridge


RM 61.5

Figure 3f. Socorro Schematics from RM 66.2 to Elephant Butte Reservoir Draft 6/3/2002

$T

$T

$T

$T

$T

$T

$T

$T

$T

$T

$T

0 5 10 Miles

$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area

N

EW

S

Figure 4. Seepage Run Activity S4-01 S. S. Papadopulos & Associates, Inc.

Rio

Grande

RGSACA

9MORGESC

RG1200

RGBA

RGNC

RG380

RGNBB

SOCORRO

BOSQUEDEL APACHE

NATIONALWILDLIFEREFUGE

RGSBB

RGSM

RGCOR

File: Figure4.pdf Created November 30, 2001

(/380

.-,25

(/60

$T

$T

$T

$T

$T

$T$T

$T

$T

$T

S. S. Papadapulos & Associates, Inc.Figure 5. Seepage Run Activity S4-02

N

EW

S

Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T

0 5 10 Miles

BOSQUEDEL APACHE


LFCC#13

LFCC#11 12HDV

BRNWWLFCC#10

NCPDV

LFCC#8

LFCC#5

LFCC#3

LFCC#2

LFCC#1

$TLFCC#7

SOCORRO


(/380

.-,25

(/60

$T$T

$T

$T

$T

$T

$T

(/60

"!309

"!47

"!314

.-,25

0 3 6 Miles

Figure 6. Seepage Run Activity S4-03 S. S. Papadapulos & Associates, Inc.

RG309

BELDR

NBLWW

SJFC

RGBC

DU7XRGBDU7

Rio Puerco

Belen

Tome


N

EW

S


$T

$T

$T

$T

$T

$T

$T

$T

0 5 10 Miles


N

EW

S


RGCOR

RGSM

BOSQUEDEL APACHE


SOCORRO

RG380

RGNC

RGBA

RG1200

RGESC

RGSACA

Rio

Grande


(/60

.-,25

(/380

$T

$T

$T

$T

$T$T

$T

$T

$T

$T

$T

$T

(/60

"!314

"!47

"!109

.-,25


N

EW

S


0 3 6 Miles

SABDR

FD3WW

SJFC

NBLWWBELDR

RG309LP1DR

PERWW

HARD

RGUSOUT

DU7X RGBDU7

BELEN

TOME

Rio Puerco

Abo Arroyo


$T

$T

$T

$T

$T

$T$T

$T

$T

$T

$T

$T

$T

$T$T

$T

$T

$T

$T

$T

$T

0 4 8 Miles


N

EW

S


RGISL

RGUSOUT

HARD

PERWWRGTM

LP1DRRG309

BELDRNBLWW

SJFC

FD3WWRGBC

RGSDRSABDR

RGUS60

DU7XRGBDU7SALAR

RGASA#3

RGASA#2

RGSACA


Belen

Tome

Rio Puerco

Abo Arroyo

(/60

.-,25

#S6

#S47

$T

$T

$T

$T

$T

$T

$T

$T

S. S. Papadopulos & Associates, Inc.Figure 10. Seepage Run Activity S4-08

N

EW

S


0 1 2 Miles

LAJ-7

LAJ-6

LAJ-5

LAJ-4

LAJ-3

LAJ-2OUTB23

LAJ-1

Rio Gra

nde

La Joya A

cequ

ia

Rio Puerco

Lower

San

Juan Riversid

e Drain

Drain Unit 7


#S304

.-,25

(/60

$T

$T

$T

$T

$T

$T

$T

$T$T

$T

$T

$T

Figure 11. Seepage Run Activities S4-09, S4-10, and S4-11 S. S. Papadopulos & Associates, Inc.

N

EW

S


0 3 6 Miles

Soco

rro

M

ain C

anal

Rio G

ran

de

LFC

C

SM7SM8

AQMAD

SM9SM10

socorro

SM11

OSALT

SMSCN

SM1ALMDT

SM2SM3

S4-09

S4-11

S4-10


.-,25

(/60

(/380

$T

$T

$T

$T

0 1 2 Miles


N

EW

S


SJDR60

LNDR

SJMN

SJBDU7

Drain

Unit 7

Rio Grande

Low

er San Juan R

iverside D

rain

La Joya Ace

quia


Rio Puerco

Abo Arroyo

.-,25

(/60

#S304

$T$T

$T *

.-,25

(/60

"!309

La Joya Ace

quia

Low

er San Juan Rivers

ide Drain

Rio Grande

Dra

in Unit 7

RGBDU7DU7X

RGUS60


N

EW

S


0 1 2 Miles


$T

$T

$T

$T


N

EW

S


0 1 2 Miles

Dra

in

Unit 7

Rio Grande

Low

er San Juan R

iverside D

rain

La Joya Ace

quia

SJDR60

LNDR

SJMN

SJBDU7


(/60

.-,25 #S304

$T

$T$T$T

$T

$T

$T

*

(/60

.-,25

RGBDU7SALAR

DU7X

RGUS60

Rio Grande

0 1 2 3 Miles


N

EW

S


RGASA#3

RGASA#2

RGSACA


Rio Puerco

Abo Arroyo

$T

$T

$T


N

EW

S


0 1 2 Miles

DU7RG7

DU7#3

DU7#2

Drain

Uni

t 7

Rio Gra

nde

San

Juan

Riverside D

rain

La J

oya

Ace

qu

ia

Abo Arroyo


.-,25

#S304

$T

$T

$T

$T$T

$T$T

$T$T

$T

$T

$T

$T

$T

$T

0 1 2 Miles


N

EW

S

Figure 17. Seepage Run Activities S4-18, S4-19, and S4-20 S. S. Papadapulos & Associates, Inc.

Belen R

ivers

i de

Dra

inPer

alta

Riv

ersi

de

Dra

in

Rio

G

rand

eBRDUH

HARD

PERWW

TOMDR

RGTMPRDTM

LP1DRRG309

BRDUSD

BRDTM

BRDOUT

DR1BRDRGUSOUT

PRDOUTOTDR

S4-20 S4-19

S4-18

S4-20

BELEN

Tome


.-,25 #S47#S314

$T

$T

$T

$T$T

$T$T

$T$T

$T

$T

$T

$T$T

$T

$T

$T

$T

0 1 2 Miles


N

EW

S

Figure 18. Seepage Run Activities S4-21, S4-22, and S4-23 S. S. Papadapulos & Associates, Inc.

Tome

BELEN

OTDRPRDOUT

RGUSOUTDR1BRD

BRDOUT

BRDTM

BRDUSD

RG309LP1DR

PRDTMRGTM

TOMDR

PERWW

HARD

BRDUH

Rio

G

rand

ePer

alta

Riv

ersi

de

Dra

in

Belen R

ivers

i de

Dra

in

BRDDSD

BRD309

BRDBS2

S4-22

S4-21

S4-23

S4-23


#S #S47.-,25314

$T

$T

$T

$T

$T

$T

*

.-,25

(/380

(/60

0 2 4 Miles


N

EW

S


RGESC

RGNSD

RG1200

RGBA

RGNC

RG380

SOCORRO


$T

$T$T

$T

$T

$T

$T


N

EW

S


0 2 4 Miles

Socorro

LFCC#13

12HDVLFCC#11

BRNWWLFCC#10

NCPDV

LFCC#8


.-,25

(/60

(/380

Figure 21

S4-01.xls 5/31/2002

Measured Discharge, Adjusted Discharge, and Estimated Seepage for the Rio Grande Seepage Run, Socorro Division, S4-01, June 9-12, 2001

RG

SM

RG

1200

9MO

RG

380

RG

CO

R

RG

SB

B

RG

NB

BRG

NCR

GB

A

RG

ES

C

RG

SA

CA

-400

-200

0

200

400

600

800

1000

1200

1400

0 10 20 30 40 50 60

Distance below San Acacia Dam (miles)

Dis

char

ge

(cfs

)

Discharge in Rio Grande

Discharge in Rio Grande adjusted for time lag

Reach-averaged seepage from Rio Grande

Cumulative seepage from Rio Grande

Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. When two adjusted discharges are available for a location, the average is used.3. Seepage calculations based on adjusted discharges. Negative seepage indicates a gain to the river.4. Qualitative Confidence Grade: C

Figure 22

S4-02.xls 5/31/2002

Measured Discharge and Estimated Seepage for the LFCC Seepage Run, Socorro Division, S4-02, June 10-13, 2001

LFC

C #

13

LFC

C #

1112

HD

V

BR

NW

W LFC

C #

10

NC

PD

V

LFC

C #

8

LFC

C #

7

LFC

C #

5 LFC

C #

3

LFC

C #

1

LFC

C #

2

-100

-50

0

50

100

150

200

250

300

350

0 10 20 30 40 50 60


Dis

char

ge

(cfs

)

Discharge in LFCC

Reach-averaged seepage inflow to LFCC

Cumulative seepage inflow to LFCC

Wasteway inflow to LFCC or diversion

Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative values indicate loss from LFCC.3. Qualitative Confidence Grade: B

Figure 23

S4-03.xls 5/31/2002

Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-03, June 23-24, 2001

NB

LWW

RG

309

BE

LDR

SJF

C

RG

BC

RG

BD

U7

DU

7X

-150

-50

50

150

250

350

450

0 5 10 15 20 25 30 35 40 45

Distance below Isleta Diversion Dam (miles)

Dis

char

ge

(cfs

)

Discharge in Rio Grande, June 23



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Seepage run is discontinuous. First and second days are calculated separately.4. Qualitative Confidence Grade: B

Figure 24

S4-05.xls 5/31/2002

Measured Discharge, Adjusted Discharge, and Estimated Seepage for the Rio Grande Seepage Run, Socorro Division, S4-05, June 27, 2001

RG

380

RG

NCR

GS

AC

A

RG

ES

C

RG

1200

RG

BA

PN

C

RG

SM

RG

CO

R

-200

-100

0

100

200

300

400

500

0 10 20 30 40 50 60


Dis

char

ge

(cfs

)




Cumulative seepage from Rio Grande

Notes:1. Seepage calculations based on adjusted discharges. Negative seepage indicates a gain to the river. 2. The USGS gage at San Acacia showed a 100 cfs increase in flow from midnight June 26 to midnight June 27. This represents a 29% increase in flow at San Acacia on the day of the seepage run. Losses calculated for this seepage run may have been influenced by the transient event. 3. Qualitative Confidence Grade: B

Figure 25

S4-06.xls 5/31/2002

Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-06, June 28-29, 2001

RG

309

LP1D

RR

G30

9

PE

RW

W

HA

RD

RG

US

OU

T

NB

LWW

BE

LDR

SJF

C

FD3W

W

SA

BD

R

DU

7XR

GB

DU

7

-400

-200

0

200

400

600

800

0 5 10 15 20 25 30 35 40 45


Dis

char

ge

(cfs

)




Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river. 3. Seepage run is discontinuous. First and second days are calculated separately. 4. First day of seepage run may have been influenced by transient events. Qualitative Confidence Grade: B

Figure 26

S4-07.xls 5/31/2002

Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-07, July 6-9, 2001

RG

TM

RG

309

LP1D

R

PE

RW

W

HA

RDRG

US

OU

TRG

ISL

FD3W

W

SJF

C

NB

LWW

BE

LDR

RG

BC

SA

BD

RR

GS

DR

RG

US

60

DU

7XR

GB

DU

7S

ALA

R

RG

AS

A#3

RG

AS

A#2

-100

-50

0

50

100

150

200

250

300

350

400

0 10 20 30 40 50 60


Dis

char

ge

(cfs

)

Discharge in Rio Grande, July 6Discharge in Rio Grande, July 7Discharge in Rio Grande, July 8Discharge in Rio Grande, July 9Reach-averaged seepage

Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Seepage run is discontinuous. Days are calculated separately.4. Qualitative Confidence Grade: A

Figure 27

S4-08.xls 5/31/2002

Measured Discharge and Estimated Seepage for the La Joya Acequia Seepage Run, Belen Division, S4-08, July 10, 2001

LAJ1

OU

TB

23LA

J2

LAJ3

LAJ4 LA

J5

LAJ6

LAJ7

-5

0

5

10

15

20

0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0

Distance along La Joya Acequia Seepage Run (miles)

Dis

char

ge

(cfs

)

Discharge in La Joya Acequia

Reach-averaged seepage

Cumulative seepage

Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative seepage indicates a gain to the acequia.3. Qualitative Confidence Grade: A

Figure 28

S4-09 -10 -11.xls 5/31/2002

Measured Discharge and Estimated Seepage for the Socorro Main Canal Seepage Run, Socorro Division, S4-09, July 18, 2001

SM

7

SM

8 AQ

MA

D

SM

9

-40

-20

0

20

40

60

80

0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

Distance below Socorro Main Canal #7, at Chambon (miles)

Dis

char

ge

(cfs

)

Discharge in Socorro Main Canal

Reach-average seepage

Cumulative Seepage

Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates a loss from the canal. 3. A large transient flow moved through the canal during this seepage run, affecting flow measurements.4. Qualitative Confidence Grade: C

Figure 29

S4-09 -10 -11.xls 5/31/2002


SM

3

SM

2

ALM

DT

SM

1

-100

-50

0

50

100

150

200

250

300

0.0 0.5 1.0 1.5 2.0 2.5

Distance below Socorro Main Canal #1, at MRGCD gage (miles)

Dis

char

ge

(cfs

)


Reach-average seepage

Cumulative Seepage

Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates a loss from the canal. 3. Gage data suggest a transient flow affected flow measurements during this seepage run. 4. Qualitative Confidence Grade: C

Figure 30

S4-09 -10 -11.xls 5/31/2002


SM

11

OS

ALT

SM

SC

N

-40

-20

0

20

40

60

80

100

120

0.0 0.5 1.0 1.5 2.0 2.5

Distance below Socorro Main Canal #11, at Old San Antonio Lateral (miles)

Dis

char

ge

(cfs

)



Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative seepage indicates a gain to the canal. 3. Qualitative Confidence Grade: C

Figure 31

S4-12.xls 5/31/2002

Measured Discharge and Estimated Seepage for the Lower San Juan Riverside Drain Seepage Run, Belen Division,

S4-12, July 22, 2001S

JDR

60

LND

R

SJB

DU

7

SJM

N

-50

-30

-10

10

30

50

70

90

110

130

150

0 1 2 3 4 5 6 7

Distance below Highway 60 (miles)

Dis

char

ge

(cfs

)

Discharge in Riverside Drain


Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates loss from drain.3. This activity was part of a concurrent seepage run with adjacent drains.4. Qualitative Confidence Grade: B

Figure 32

S4-13.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Belen Division Rio Grande Seepage Run, Belen Division, S4-13, July 22, 2001

RG

BD

U7

DU

7X

RG

US

60

-50

0

50

100

150

200

0 1 2 3 4 5 6 7


Dis

char

ge

(cfs

)



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Positive seepage indicates a loss from the river.3. This activity was part of a concurrent seepage run with adjacent drains. 4. Qualitative Confidence Grade: A

Figure 33

S4-15.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Lower San Juan Riverside Drain Seepage Run, Belen Division,

S4-15, July 23, 2001

SJB

DU

7

SJM

N

LND

R

SJD

R60

-50

-30

-10

10

30

50

70

90

110

130

150

0 1 2 3 4 5 6 7


Dis

char

ge

(cfs

)



Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates loss from drain.3. This activity was part of a concurrent seepage run with adjacent drains. 4. Qualitative Confidence Grade: B

Figure 34

S4-16.xls 6/4/2002


RG

US

60

SA

LAR

DU

7XR

GB

DU

7

SJW

WR

GA

SA

#3

RG

AS

A#2

-100

-50

0

50

100

150

200

250

300

30 35 40 45 50 55


Dis

char

ge

(cfs

)

Discharge in Rio Grande, July 23



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Seepage run is discontinuous. Days are calculated separately.4. Qualitative Confidence Grade: A

Figure 35

S4-17.xls 6/4/2002

Measured Discharge and Estimated Seepage for the West Riverside Drains Seepage Run, Belen Division, S4-17, July 23-24, 2001

DU

7#2

DU

7#3

DU

7RG

7

-100

-50

0

50

100

150

200

250

0 1 2 3 4 5 6 7 8 9

Distance below Drain Unit 7 Extension (miles)

Dis

char

ge

(cfs

)



Notes:1. Negative seepage indicates a gain to the drain.2. Qualitative Confidence Grade: A

Figure 36

S4-18.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Peralta Riverside Drain Seepage Run, Belen Division, S4-18, July 25, 2001

PR

DT

MT

OM

DR

PR

DO

UT

OT

DR

-100

-50

0

50

100

150

200

0 1 2 3 4 5 6 7 8

Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)

Dis

char

ge

(cfs

)



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the riverside drain.3. Qualitative Confidence Grade: A

Figure 37

S4-19.xls 6/4/2002


RG

TM

PE

RW

W

HA

RDR

GU

SO

UT

RG

309

LP1D

R

-50

0

50

100

150

200

0 1 2 3 4 5 6 7 8 9 10


Dis

char

ge

(cfs

)




Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Positive seepage indicates a loss from the river.3. Qualitative Confidence Grade: A

Figure 38

S4-20.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 1, Belen Division,

S4-20, July 25, 2001

BR

DU

H

DR

1BR

D

BR

DO

UT

-40

-20

0

20

40

60

80

100

120

0.0 0.5 1.0 1.5 2.0 2.5 3.0


Dis

char

ge

(cfs

)



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the drain.3. Seepage run is discontinuous below BRDUH.4. Distance is along Upper Belen Riverside Drain station line.5. Qualitative Confidence Grade: A

Figure 39

S4-20.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 2, Belen Division

S4-20, July 26, 2001

BR

DU

SD

BR

DT

M

-20

-10

0

10

20

30

40

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

Distance below Tome (miles)

Dis

char

ge

(cfs

)



Notes:1. Positive seepage indicates loss from the drain.2. Seepage run is discontinuous above BRDTM.3. Distance is along Lower Belen Riverside Drain station line.4. Qualitative Confidence Grade: B

Figure 40

S4-21.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Peralta Riverside Drain Seepage Run, Belen Division, S4-21, August 2, 2001

OT

DR

PR

DO

UT

TO

MD

RP

RD

TM

-150

-100

-50

0

50

100

150

200

0 1 2 3 4 5 6 7 8


Dis

char

ge

(cfs

)



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the riverside drain.3. Qualitative Confidence Grade: A

Figure 41

S4-22.xls 6/4/2002

Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-22, August 2-3, 2001

HA

RDRG

US

OU

T

PE

RW

W

RG

TM

LP1D

RR

G30

9

-100

-50

0

50

100

150

200

250

300

0 1 2 3 4 5 6 7 8 9 10


Dis

char

ge

(cfs

)

Discharge in Rio Grande, August 2


Reach-average Seepage

Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Qualitative Confidence Grade: B

Figure 42

S4-23.xls 6/4/2002


S4-23, August 2, 2001B

RD

OU

T

DR

1BR

D

BR

DU

H

-50

-30

-10

10

30

50

70

90

0.0 0.5 1.0 1.5 2.0 2.5 3.0


Dis

char

ge

(cfs

)



Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the drain.3. Seepage run is discontinuous below BRDUH.4. Distance is along Upper Belen Riverside Drain station line.5. Qualitative Confidence Grade: A

Figure 43

S4-23.xls 6/4/2002


S4-23, August 3, 2001

BR

DU

SD

BR

DT

M

BR

DB

S2

-50

-30

-10

10

30

50

70

90

0.0 1.0 2.0 3.0 4.0 5.0 6.0

Distance below Origin of Lower Belen Riverside Drain (miles)

Dis

char

ge

(cfs

)

Discharge in Riverside Drain, above BRDUSD


Notes:1. Negative seepage indicates a gain to the drain.2. Seepage run is discontinuous above BRDBS2 and below BRDUSD.3. Distance is along Lower Belen Riverside Drain station line.4. Qualitative Confidence Grade: C

Figure 44

S4-23.xls 6/4/2002


S4-23, August 3, 2001

BR

D30

9

BR

DD

SD

-50

-30

-10

10

30

50

70

90

0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0

Distance below Origin of Lower Belen Riverside Drain (miles)

Dis

char

ge

(cfs

)

Discharge in Riverside Drain, above BRDUSD


Notes:1. Negative seepage indicates a gain to the drain.2. Seepage run is discontinuous above BRDDSD.3. Distance is along Lower Belen Riverside Drain station line.4. Qualitative Confidence Grade: C

Figure 45

S4-24.xls 6/4/2002

Measured Discharge, Adjusted Discharge, and Estimated Seepage for the Rio Grande Seepage Run, Socorro Division, S4-24, August 8-9, 2001

RG

NS

D

RG

380

PN

CR

GN

CRG

BAR

G12

00

RG

ES

C

-50

0

50

100

150

200

0 5 10 15 20 25 30


Dis

char

ge

(cfs

)





Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. When two adjusted discharges are available for a location, the average is used.3. Seepage calculations based on adjusted discharges. Negative seepage indicates a gain to the river.4. Qualitative Confidence Grade: A

Figure 46

S4-25.xls 6/4/2002

Measured Discharge and Estimated Seepage for the LFCC Seepage Run, Socorro Division, S4-25, August 8-9, 2001

PN

C

LFC

C #

8

NC

PD

V

LFC

C #

10B

RN

WW

12H

DV

LFC

C #

11

LFC

C #

13

-100

-50

0

50

100

150

0 5 10 15 20 25 30


Dis

char

ge

(cfs

)

Discharge in LFCC


Cumulative seepage inflow to LFCC

Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative values indicate loss from LFCC.3. Qualitative Confidence Grade: A

Figure 47

SeepageSumAllPhases.xls 6/4/02

Cumulative Losses on the Rio Grande, Socorro Division

RG

ES

C

RG

SA

CA

RG

380 R

GN

BB

RG

SB

B

RG

SM R

GF

C

RG

CO

R

-50

0

50

100

150

200

250

300

350

400

0 10 20 30 40 50 60

Distance Downstream of San Acacia Dam (miles on river station line)

Cu

mu

lati

ve R

io G

ran

de

Lo

sses

(cf

s)

Cycle 1, Run 1 (Mid-August 2000)Cycle 2, Run 1 (Early September 2000)Cycle 3, Run 1 (Late September 2000)Cycle 4, Run 2 (Late October 2000)Cycle 5, Run 1 (Late January 2001)S4-01 (Mid-June 2001)S4-05 (Late June 2001)

Note: Cycle 1,2,3,5 results are described in Field Assessment of Flow and Seepage Conditions along the Rio Grande and the Low Flow Conveyance Channel, San Acacia to Elephant Butte , S.S. Papadopulos & Assoc., Inc., 2001.

Figure 48

SeepageSumAllPhases.xls 6/4/02

Total Rio Grande Loss vs. San Acacia Reference FlowSan Acacia to End of Levee at Corral

0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800 900

San Acacia Reference Flow (cfs)

To

tal R

io G

ran

de

Lo

ss (

cfs)

Cycle 1 (Mid-August 2000)Cycle 2, Run 1 (Early September 2000)Cycle 3 (Late September 2000)Cycle 5 (Late January 2001)S4-01 (Mid-June 2001)S4-05 (Late June 2001)

Note: Cycle 1,2,3,5 results are described in Field Assessment of Flow and Seepage Conditions along the Rio Grande and the Low Flow Conveyance Channel, San Acacia to Elephant Butte , S.S. Papadopulos & Assoc., Inc., 2001.

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