Precipitation-Runoff and Streamflow-Routing Models for the ...

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APPENDIX 8. PROGRAMMING STEPS TO DEFINE PRECIPITATION-RUNOFF MODELING SYSTEMPARAMETERS—CONTINUEDExample:1 2 3 4 5 6 7 812345678901234567890123456789012345678901234567890123456789012345678901234567890WDMCG1CG2CG3CG4OUTcane.wdmtest03.g1test03.g2test03.g3test03.g4test03.out1 2 3 4 5 6 7 812345678901234567890123456789012345678901234567890123456789012345678901234567890GROUP CARD COLUMNS FORMAT VARIABLE DEFINITION----- ---- ------- ------ -------- ----------------------------------1 1 35 I1 IDOUT Store predicted daily mean data0 = no storage1 = store predicted and observeddaily mean streamflow valuesas sequential direct accessdata file by water year onunit 20.2 = same as 1, format is standardWATSTORE daily-values record.3 = store obsv precip and disch,computed reservoir values,predicted discharge in wdm40 I1 IUOUT Store unit values data0 = no storage1 = store predicted streamflowon unit 19 as sequentialdirect-access data file bystorm. Format is standardWATSTORE unit-values record.2 = store in wdm file70 I1 PROB Extended Streamflow Prediction (ESP)0 - do not run1 - run ESP144
APPENDIX 8. PROGRAMMING STEPS TO DEFINE PRECIPITATION-RUNOFF MODELING SYSTEMPARAMETERS—CONTINUEDGROUP CARD COLUMNS FORMAT VARIABLE DEFINITION----- ---- ------- ------ -------- ----------------------------------2 40 I1 ILPS Lapse rates0 - use monthly lapse rates1 - compute daily lapse rates4 41-45 I5 NTS number of temperature stations46-50 I5 NPLW number of snow pillow stations51-55 I5 NDC number of snow covered area depletioncurves71-80 F10.0 DAT Total basin drainage area, in acres7 30 I1 IPOP2 Individual HRU values print switch0 = no print1 = annual summary2 = 1 plus monthly summary3 = 2 + daily summary4 = write HRUs or combinations ofHRUs (subbasins) to wdm filerecord types SBSNS and DSNSBrequired.12a 11-50 8I5 DSNC(I) WDM data set number for datatypes 1 thru 8. Card follows card 12.13a 11-15 I5 DSNP WDM data set number for datatype 9 for each rain gage data set.16-20 I5 DSNP WDM data set number for datatype 10 for each rain gage data set.There will be a set of cards13 and 13a for each rain gagedata set.13b 11-26A16 STAIDT(i) Station ID for temperature station i31-40 2I5 DSNT(j,i) ANNIE WDM data-set number for maximum(j=1)and minimum(j=2) air temperature data forstation iOne record 13b for each temperature sta.13c 11-26A16 STAIDS(i) Station ID for snow pillow station i31-35 I5 DSNS(i) ANNIE WDM data-set number for snow pillowdata for station i145
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Precipitation-Runoff and Streamflow
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U.S. DEPARTMENT OF THE INTERIORBRUC
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Determining Travel Time and Dilutio
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2. Stream-gaging stations used to c
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network-routing models where availa
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made on the main stem at base-flow
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Figure 1. Willamette River Basin, O
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EvapotranspirationINPUTSAirtemperat
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Table 1. Climate stations used to c
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Table 2. Stream-gaging stations use
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Figure 4. Mean annual precipitation
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Major Land Use MapHydrologic Soil G
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0.5 mi 2 , created in the merge of
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Table 6. Geology and soils matrix o
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tion value of the HRU class by the
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Table 8. Selected monthly basinwide
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Figure 9. Location of Precipitation
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Table 11. Statistical analyses of P
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flow can become a significant compo
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diffusion at selected grid interval
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samples were collected at various d
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3,0002,500June 21-30, 1993September
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stream network is shown on figure 1
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122˚30´ 15´122˚00´121˚45´Roc
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123˚22´30´´ 123˚15´ 123˚00´
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123˚00´´ 45´30´122˚15´45˚15
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YamhillRiver123˚45´ 30´ 15´123
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123˚07´30´´ 123˚00´ 45´ 30´
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123˚07´30´´ 123˚00´ 45´ 30´
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44˚15´14166000122˚07´30´´Will
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122˚15´ 122˚00´121˚52´30´´4
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44˚52´30´´45´122˚15´ 122˚00
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observed flow at the Willamette Riv
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DAFLOW model, and peak amplitude is
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20DYE CONCENTRATION, IN MICROGRAMS
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ARC-INFO and Geographic Information
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WILL.WDMData-base file(Observed pre
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WILL.WDMData-base fileSWSTATSFreque
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Jobson, H.E., 1980, Comment on A ne
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APPENDIX 1. STREAM GEOMETRY FOR MAI
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Page 104 and 105: APPENDIX 1. STREAM GEOMETRY FOR MAI
Page 110 and 111: APPENDIX 2. ARC MACRO LANGUAGE (AML
Page 122 and 123: APPENDIX 3. DEFINITIONS OF PARAMETE
Page 124 and 125: APPENDIX 3. DEFINITIONS OF PARAMETE
Page 126 and 127: APPENDIX 4. MEASUREMENTS USED TO DE
Page 134 and 135: APPENDIX 5. EXAMPLE PRECIPITATION-R
Page 136 and 137: APPENDIX 5. EXAMPLE PRECIPITATION-R
Page 138 and 139: APPENDIX 6. DIFFUSION ANALOGY FLOW
Page 150 and 151: APPENDIX 7. PROGRAMMING STEPS TO IN
Page 152 and 153: APPENDIX 8. PROGRAMMING STEPS TO DE
Page 160 and 161: 150Climatemaxtempmintempprecipitati
Page 162 and 163: APPENDIX 10. DIRECTORY TREE AND DES
Page 180 and 181: APPENDIX 11. DIRECTORY TREES AND DE
Page 182 and 183: APPENDIX 11. DIRECTORY TREES AND DE
Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
Page 196 and 197: APPENDIX 13. PROGRAMMING STEPS FOR
Page 202 and 203: APPENDIX 14. INPUT FILES FOR BRANCH
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APPENDIX 14. INPUT FILES FOR BRANCH
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APPENDIX 14. INPUT FILES FOR BRANCH
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Precipitation-Runoff and Streamflow-Routing Models for the ...

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