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U.S. Department of the Interior U.S. Geological Survey Fact Sheet 2012–3112 August 2012 Slope-Area Computation Program Graphical User Interface 1.0—A Preprocessing and Postprocessing Tool for Estimating Peak Flood Discharge Using the Slope-Area Method Introduction The slopearea method is a technique for estimating the SHDN GLVFKDUJH RI D ÀRRG DIWHU WKH ZDWHU KDV UHFHGHG 'DOU\P SOH DQG %HQVRQ 7KLV W\SH RI GLVFKDUJH HVWLPDWH LV FDOOHG an “indirect measurement” because it relies on evidence left EHKLQG E\ WKH ÀRRG VXFK DV KLJKZDWHU PDUNV +:0V RQ WUHHV RU EXLOGLQJV 7KHVH LQGLFDWRUV RI ÀRRG VWDJH DUH FRPELQHG ZLWK PHDVXUHPHQWV RI WKH FURVVVHFWLRQDO JHRPHWU\ RI WKH VWUHDP estimates of channel roughness, and a mathematical model WKDW EDODQFHV WKH WRWDO HQHUJ\ RI WKH ÀRZ EHWZHHQ FURVV VHF tions. This is in contrast to a “direct” measurement of discharge GXULQJ WKH ÀRRG ZKHUH FURVVVHFWLRQDO DUHD LV PHDVXUHG DQG a current meter or acoustic equipment is used to measure the ZDWHU YHORFLW\ . :KHQ D GLUHFW GLVFKDUJH PHDVXUHPHQW FDQQRW EH PDGH DW D JDJH GXULQJ KLJK ÀRZV EHFDXVH RI ORJLVWLFV RU VDIHW\ reasons, an indirect measurement of a peak discharge is useful IRU GH¿QLQJ WKH KLJKÀRZ VHFWLRQ RI WKH VWDJHGLVFKDUJH UHODWLRQ UDWLQJ FXUYH DW WKH VWUHDP JDJH UHVXOWLQJ LQ PRUH DFFXUDWH FRPSXWDWLRQ RI KLJK ÀRZV 7KH 6ORSH$UHD &RPSXWDWLRQ SURJUDP 6$& )XOIRUG 1994) is an implementation of the slopearea method that com SXWHV D SHDNGLVFKDUJH HVWLPDWH IURP LQSXWV RI ZDWHUVXUIDFH VORSH IURP VXUYH\HG +:0V FKDQQHO JHRPHWU\ DQG HVWLPDWHG FKDQQHO URXJKQHVV 6$& LV D FRPPDQG OLQH SURJUDP ZULWWHQ LQ )RUWUDQ WKDW UHDGV LQSXW GDWD IURP D IRUPDWWHG WH[W ¿OH DQG SULQWV UHVXOWV WR DQRWKHU IRUPDWWHG WH[W ¿OH 3UHSDULQJ WKH LQSXW ¿OH FDQ EH WLPHFRQVXPLQJ DQG SURQH WR HUURUV 7KLV GRFXPHQW GHVFULEHV WKH 6$& JUDSKLFDO XVHU LQWHUIDFH *8, D FURVV SODWIRUP ³ZUDSSHU´ DSSOLFDWLRQ WKDW SUHSDUHV WKH 6$& LQSXW ¿OH H[HFXWHV WKH SURJUDP DQG KHOSV WKH XVHU LQWHUSUHW WKH RXWSXW 7KH 6$& *8, LV DQ XSGDWH DQG HQKDQFHPHQW RI WKH VORSHDUHD PHWKRG 6$0 +RUWQHVV %HUHQEURFN DQ HDUOLHU VSUHDGVKHHW WRRO XVHG WR DLG ¿HOG SHUVRQQHO LQ WKH FRPSOHWLRQ RI D VORSHDUHD PHDVXUHPHQW 7KH 6$& *8, UHDGV VXUYH\ GDWD GHYHORSV D SODQYLHZ SORW ZDWHUVXUIDFH SUR¿OH FURVVVHFWLRQ SORWV DQG GHYHORSV WKH 6$& LQSXW ¿OH 7KH 6$& *8, DOVR GHYHORSV +(& ¿OHV WKDW FDQ EH LPSRUWHG LQWR +(&±5$6 Slope-Area Computation Program Graphical User Interface Description 7KH 6$& *8, LV D PHQXGULYHQ DSSOLFDWLRQ WKDW UHSUR GXFHV DQG H[WHQGV WKH IXQFWLRQDOLW\ RI 6$0 7KH DSSOLFDWLRQ LV RUJDQL]HG DURXQG IRXU PDLQ PHQXV )LOH (GLW 9LHZ DQG 6$& 7KH )LOH PHQX LV VLPLODU WR WKH )LOH PHQX LQ PRVW PRGHUQ DSSOLFDWLRQV SURYLGLQJ RSWLRQV WR ODXQFK WKH 1HZ ,QGLUHFW :L]DUG ¿J RSHQ DQ H[LVWLQJ SURMHFW ¿OH VDYH FKDQJHV WR D SURMHFW WKH XVHU LV HQFRXUDJHG WR XVH WKLV RSWLRQ RIWHQ FKDQJH WKH SURMHFW¶V ¿OH QDPH RU TXLW WKH DSSOLFDWLRQ 7KH )LOH PHQX DOVR FRQWDLQV RSWLRQV WR H[SRUW SORWV DV GSL SRUWDEOH QHWZRUN JUDSKLF 31* ¿OHV H[SRUW D +(& IRUPDWWHG ¿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¿OH RQ WKH KLJKZDWHUPDUN SORW 3ORWV FDQ DOVR EH FXVWRPL]HG 7KH XVHU FDQ FKDQJH WKH SORW V\PEROV FRORUV WLWOH D[HV ODEHOV DQG RWKHU SURSHUWLHV E\ ULJKW FOLFNLQJ RQ D SORW WR EULQJ XS D PHQX RI options. This menu also includes options to save the plot as a GSL 31* ¿OH RU DV DQ HGLWDEOH YHFWRU JUDSKLF 7KH XVHU FDQ DOVR HGLW WKH RULJLQDO VXUYH\ GDWD EXW VKRXOG NHHS LQ PLQG WKDW ZKHQ DQ\ RI WKH UDZ VXUYH\ GDWD FKDQJH WKH DSSOLFDWLRQ PXVW UHJHQHUDWH DOO SORWV DQG FRQVHTXHQWO\ DQ\ SORW FXVWRPL]DWLRQV ZLOO EH ORVW 7KH 6$& PHQX LV XVHG WR JHQHUDWH WKH 6$& LQSXW ¿OHV DQG H[HFXWH WKH 6$& )RUWUDQ SURJUDP 7KH 5XQ 6$& FRPPDQG RSHQV D ZLQGRZ LQ ZKLFK WKH XVHU VSHFL¿HV WKH QDPHV DQG ORFD WLRQV RI WKH 6$& LQSXW DQG RXWSXW ¿OHV DQG RSWLRQDO UHPDUNV WKDW DSSHDU LQ WKH 6$& RXWSXW ¿OH :KHQ WKH XVHU H[HFXWHV WKH 6$& SURJUDP VWDWXV PHVVDJHV IURP 6$& DUH GLVSOD\HG LQ D ZLQGRZ DQG LI 6$& H[HFXWHV VXFFHVVIXOO\ WKH *8, GLVSOD\V WKH VWDQGDUG WH[W RXWSXW IURP 6$& DQG FUHDWHV D JUDSKLFDO VXPPDU\ RI WKH 6$& RXWSXW DV DQ HQHUJ\SUR¿OH SORW DFFHVVLEOH IURP WKH 9LHZ PHQX )LJXUH VKRZV WKH 6$& RXWSXW VXPPDUL]HG RQ WKH HQHUJ\SUR¿OH SORW Data Entry and Reach Characterization 7KH FRUH RI WKH 6$& *8, LV WKH 1HZ ,QGLUHFW :L]DUG ZKLFK JXLGHV WKH XVHU WKURXJK WKH SURFHVV RI SUHSDULQJ WKH GDWD QHHGHG WR PDNH D VORSHDUHD GLVFKDUJH HVWLPDWH ¿J 7KH

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U.S. Department of the InteriorU.S. Geological Survey

Fact Sheet 2012–3112August 2012

Slope-Area Computation Program Graphical User Interface 1.0—A Preprocessing and Postprocessing Tool for Estimating Peak Flood Discharge Using the Slope-Area Method

IntroductionThe  slope-­area  method  is  a  technique  for  estimating  the  

an  “indirect  measurement”  because  it  relies  on  evidence  left  

estimates  of  channel  roughness,  and  a  mathematical  model  -­

tions.  This  is  in  contrast  to  a  “direct”  measurement  of  discharge  

a  current  meter  or  acoustic  equipment  is  used  to  measure  the  .  

reasons,  an  indirect  measurement  of  a  peak  discharge  is  useful  

1994)  is  an  implementation  of  the  slope-­area  method  that  com-­

Slope-Area Computation Program Graphical User Interface Description

options.  This  menu  also  includes  options  to  save  the  plot  as  a  

Data Entry and Reach Characterization

A),  

B

must  include  columns  of  sequence  number,  easting,  northing,  

Figure 1. Screen shots of the New Indirect Wizard showing selected steps in the preparation of the Slope-Area Computation program input data [(A) Project Info screen, (B) Survey Data Input screen, (C) Plan View Plot screen, (D) High Water Marks Profile screen, and (E) Cross Section screen].

A B

C D

E

ongoing  benchmark  and  reference  mark  numbers  established  at  

Figure 2. The Graphical User Interface simplifies execution of the Slope-Area Computation program and summarizes the results graphically [(A) Plan View Plot screen and (B) Energy Profile Plot screen].

A B

Ccoordinates  into  a  table.  The  channel  centerline  is  used  to  com-­

D).  The  

E

line.  The  distance  from  the  left  bank  of  each  cross-­section  point  

-­n

n

n  value  into  a  table.  The  user  

Obtaining and Installing the Slope-Area Computation Program and the Slope-Area Computation Program Graphical User Interface

datasets,  documentation,  installation  requirements,  and  an  

http://water.usgs.gov/software/SAC/).

References Cited

Berenbrock,  Charles,  1996,  A  procedure  to  generate  slope-­area  

at  http://pubs.usgs.gov/of/1996/0204/.)

-­-­

http://pubs.usgs.gov/twri/twri3-­a2/.)

available  at  http://water.usgs.gov/software/SAC/code/doc/sacman.pdf.)

http://pubs.er.usgs.gov/publication/fs20043028.

Table 1. Input data file fields.

Field Description Data type Required?Sequence  number

Yes

of  some  datum

Number Yes

of  some  datum

Number Yes

to  some  datum

Number Yes

A  combination  of  characters    and  digits  

the  point

Alpha-­numeric  characters  

Yes

Comments  about  the  point

numeric  characters

No

Table 2. Supported point identifier and high-water-mark quality codes.

Point identifiers

Code Description

Benchmark

Stream  gage

High water mark quality codes

Code Description

For more information about the SAC GUI, please contact [email protected].

By D. Nathan Bradley