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----- ---- ------- ------ -------- ----------------------------------4 2 35 I1 PRTIN Print switch0 = no1 = print rainfall excess2 = plot rainfall excess3 = save in wdm file37 I1 PRTOUT Print outflow switch0 = no1 = print outflow2 = plot outflow3 = save outflow in wdm file4 35 I1 PRTIN Print inflow switch0 = no1 = print inflow to segment2 = plot inflow to segment3 = save inflow in wdm file37 I1 PRTOUT Print outflow switch0 = no1 = print outflow from segment2 = plot outflow from segment3 = save outflow in wdf file4 5 11-50 10I5 DSNQ data set numbers for segment dischargeentered in same order as flow planesand channels. Required if IUOUT>=2PRTIN or PRTOUT must be =34 6 11-50 10I5 DSNS data set numbers for sediment dischargeentered in same order as flow planesand channels. Required if IUOUT>=2PRTIN or PRTOUT must be =3148
APPENDIX 9. PROGRAMMING STEPS TO RUN A MODEL NETWORK IN DIFFUSION ANALOGY FLOW1. Build a FLOW.IN file as described in Jobson (1989) and show in examples in Appendix F.2. Run wdafloModifications have been made to daflow to accomodate WDM files.wdaflo is the daflow model modified to read/write time series data to/from a WDM file.Changes to the FLOW.IN file are as follows:Data Set 1 - General informationRec 2 - add field 2 - variable IBCCNT - format (2X,I8) - number of input boundary conditionsfrom WDM fileadd field 3 - variable OBCCNT - format (2X,I8) - number of output boundary conditionsto WDM fileRec 2A - new record (include only if IBCCNT+OBCCNT>0) - variable WDNAME - format(A64) - name of WDM fileRec 4 - add fields 2-7 - variable CURDAT - format (2X,I5,5I3) - date run starts onData Set 3 - Boundary condition(eliminate entirely if IBCCNT > 0)Data Set 4 - WDM data set numbers(repeat Rec 1 IBCCNT times)Rec 1 - field 1 - variable IBCBRA(I) - format (10X,I3) - Branch number for input boundarycondition- field 2 - variable IBCGRD(I) - format (5X,I3) - Grid number for input boundary condition- field 3 - variable IBCDSN(I) - format (3X,I5) - Data set number containing inputboundary values(repeat Rec 2 OBCCNT times)Rec 2 - field 1 - variable OBCBRA(I) - format (10X,I3) - Branch number for output values- field 2 - variable OBCGRD(I) - format (5X,I3) - Grid number for output values-field3-variable OBCDSN(I) - format (3X,I5) - Data set number to write output values to****** CONVERSION NOTE: A utility program called DAFWDM has been written, itreads a FLOW.IN file and its own input specification fileDAFWDM.IN and writes the input boundary conditions from theFLOW.IN file to a WDM file.149
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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 108 and 109: 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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