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

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APPENDIX 8. PROGRAMMING STEPS TO DEFINE PRECIPITATION-RUNOFF MODELING SYSTEMPARAMETERS—CONTINUEDGROUP CARD COLUMNS FORMAT VARIABLE DEFINITION----- ---- ------- ------ -------- ----------------------------------One record 13b for each snow pillow station17 36-40 F5.2 RTB Y-intercept of temperature range(TMAX(HRU) - TSOLX(MO)) -estimated solar radiation adjusted factor(PA) relation41-45 F5.2 RTC Slope of temperature range estimatedsolar radiation adjustment factor(PA) relation17a 11-15 I5 ITSOL HRU used to computed daily temperaturerange (TMAX(HRU) - TSOLX(MO)) used incomputation of solar radiation adjustmentfactor (PA)16-75 12F5.0 TSOLX Maximum daily air temperature below whichsolar radiation adjustment factor (PA)equals RTB, for months Jan-Dec18 11-15 F5.2 ARSA Minimum snowfall, in water equivalent,needed to reset snow albedo duringsnowpack accumulation stage16-20 F5.2 ARSM Minimum snowfall, in water equivalent,needed to reset snow albedo during thesnowpack melt stage18a 11-60 5F10.0CSEL(i) elevation of climate stations, in feeti = 1, nts18b 11-80 14F5.2 PCR(j) override value for DRCOR for period MPCSto MPCN, j = 1, nru18c 11-80 14F5.2 PCS(j) override value for DSCOR for period MPCSto MPCN, j = 1, NRU38 41-45 I5 KTS index of temperature station to use46-50 I5 KSP index of snow pillow station to use51-55 I5 KDC index of snow covered area depletion curveto use56-60 I5 AIMX maximum threshold snowpack waterequivalent (AI) below which thesnowcovered area depletion curve isapplied146
APPENDIX 8. PROGRAMMING STEPS TO DEFINE PRECIPITATION-RUNOFF MODELING SYSTEMPARAMETERS—CONTINUEDGROUP CARD COLUMNS FORMAT VARIABLE DEFINITION----- ---- ------- ------ -------- ----------------------------------61-65 F5.2 PKFAC snowpack water equivalent adjustmentfactor snow pillow KSP41 11-75 11F5.2 SCA(j,k) Areal extent of snow cover as decimalfraction, for each 0.1 increment of theration of areal water equivalent to thethreshold water equivalent (AI)j=1,NDC,k=1,11 for 0.0 to 1.0 in increments of 0.1one record 41 for each areal depletioncurve42 1-5 “DSNDV” record identifier11-50 8I5 DSNDV data set numbers for daily output.required when IDOUT = 3data written to wdm dsn fornon-zero entries(1) simulated flow(2) precipitation(3) potential evaporation(4) actual evapotranspiration(5) available soil moisture(6) ground water contribution(7) subsurface contribution(8) surface contribution43 1-5 “SBSNS” record identifier11-15 I5 NSB number of subbasins to be written tothe wdm file (max of 50)44 1-5 “DSNSB” record identifier11-15 I5 DSNSB(n) output data set number for this subbasin16-20 I5 NHRUSB(n) number of HRUs in this subbasin(max of 50)21-80 12I5 KHRUSB(k,n) index numbers of the HRUs contained inthis subbasin (first 12)45 1-5 “DSNSB” record identifier21-80 12I5 KHRUSB(k,n) index numbers of HRU’s contained inthis subbasin (12th and greater)one record 44 (and 45 if needed) for each subbasin147
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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 106 and 107: APPENDIX 1. STREAM GEOMETRY FOR MAI
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Page 110 and 111: APPENDIX 2. ARC MACRO LANGUAGE (AML
Page 122 and 123: APPENDIX 3. DEFINITIONS OF PARAMETE
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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
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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
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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
Page 204 and 205: APPENDIX 14. INPUT FILES FOR BRANCH
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APPENDIX 14. INPUT FILES FOR BRANCH
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