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

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APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDWillamette River Network (Albany to Salem RM 119.3 to 84.1)—ContinuedBranch 2 has 10 xsects & routes 1.00 of flow at JNCT 2 To JNCT 3Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 92.200 0 4730.0 5.86 0.690 0.0 0.175E+06 8.3 0.4372 93.200 0 4730.0 5.86 0.690 0.0 0.142E+06 17.9 0.3763 93.700 0 4730.0 5.86 0.690 0.0 0.167E+06 33.4 0.3264 99.900 0 4730.0 5.86 0.690 0.0 0.183E+06 33.4 0.3265 105.90 0 4730.0 5.86 0.690 0.0 0.211E+06 33.4 0.3266 113.10 0 4730.0 5.86 0.690 0.0 0.375E+06 25.0 0.3497 113.20 0 4730.0 5.86 0.690 0.0 0.375E+06 25.0 0.3498 115.20 0 4730.0 5.86 0.690 0.0 0.396E+06 33.7 0.3259 117.10 0 4730.0 5.86 0.690 0.0 0.234E+06 88.8 0.24810 117.60 1Branch 3 has 4 xsects & routes 1.00 of flow at JNCT 4 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 47.700 0 2850.0 2.80 0.660 1200.0 0.812E+05 49.0 0.2602 55.200 1 2850.0 2.80 0.660 1200.0 0.829E+05 49.0 0.2603 57.300 0 2850.0 2.80 0.660 1200.0 0.829E+05 49.0 0.2604 58.000 0Branch 001Grid 001DSN 710Branch 001Grid 002DSN20100Branch 001Grid 003DSN20102Branch 001Grid 004DSN20104Branch 003Grid 001DSN 3710Branch 003Grid 002DSN 3102Branch 002Grid 003DSN20106Branch 002Grid 004DSN20108Branch 002Grid 005DSN20110Branch 002Grid 006DSN20112Branch 002Grid 007DSN20114Branch 003Grid 002DSN20202Branch 002Grid 010DSN20200Willamette River Network (Harrisburg to Albany RM 161.0 to 119.3)No. of Branches 3 * 10 2/will_models/basins/wdmfile/will.wdmInternal Junctions 1 *Time Steps Modeled 2557 * 1971 10 01 00 00 00Model Starts0 time steps after midnight.Output Given Every1 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.00 Hours.Peak Discharge 10000. *Branch 1 has 8 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 40.000 0 3730.0 5.20 0.660 830.0 0.790E+05 7.5 0.4552 40.600 0 3730.0 5.33 0.660 200.0 0.473E+05 18.2 0.3803 43.400 0 3730.0 5.33 0.660 200.0 0.516E+05 4.3 0.5014 44.600 0 3730.0 5.33 0.660 200.0 0.744E+05 7.5 0.4555 47.100 0 3730.0 5.33 0.660 200.0 0.764E+05 7.0 0.463136
APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDWillamette River Network (Harrisburg to Albany RM 161.0 to 119.3)—Continued6 52.200 0 3730.0 5.33 0.660 200.0 0.746E+05 4.1 0.5077 53.800 0 3730.0 5.33 0.660 200.0 0.843E+05 7.1 0.4608 55.300 0Branch 2 has 15 xsects & routes 1.00 of flow at JNCT 2 To JNCT 3Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 55.300 0 3760.0 5.38 0.680 0.0 0.651E+05 3.1 0.5392 56.700 0 3760.0 5.38 0.680 0.0 0.533E+05 5.3 0.4933 57.700 0 3760.0 5.38 0.680 0.0 0.792E+05 13.1 0.4174 61.000 0 3760.0 5.33 0.660 200.0 0.680E+05 3.1 0.5395 65.100 0 3760.0 5.33 0.660 200.0 0.574E+05 8.5 0.4536 67.200 0 3760.0 5.33 0.660 200.0 0.562E+05 3.1 0.5397 68.600 0 3760.0 5.38 0.680 0.0 0.905E+05 17.8 0.3928 69.100 0 3760.0 5.38 0.680 0.0 0.101E+06 6.6 0.4829 70.400 0 3760.0 5.38 0.680 0.0 0.170E+06 6.6 0.48210 74.000 0 3760.0 5.38 0.680 0.0 0.294E+06 4.1 0.52211 76.900 0 3760.0 5.38 0.680 0.0 0.140E+06 2.3 0.56912 78.500 0 3760.0 5.40 0.690 200.0 0.102E+06 4.1 0.52213 79.600 0 3760.0 5.40 0.690 200.0 0.897E+05 6.5 0.48214 81.700 0 3760.0 5.40 0.690 200.0 0.837E+05 10.0 0.44515 81.900 1Branch 3 has 6 xsects & routes 1.00 of flow at JNCT 4 To JNCT 2Grd R Mile IOUT Disch A1 A2 A0 DF W1 W21 18.70 0 88.0 2.00 0.660 600.0 0.679E+05 22.0 0.222 19.20 1 88.0 2.50 0.660 500.0 0.442E+05 20.0 0.243 19.70 0 88.0 3.00 0.660 400.0 0.357E+05 18.0 0.264 21.90 0 88.0 3.80 0.660 300.0 0.274E+05 20.0 0.265 22.50 0 88.0 3.80 0.660 300.0 0.274E+05 20.0 0.266 25.50 0Branch 001Grid 001DSN18710Branch 001Grid 005DSN20116Branch 002Grid 003DSN20118Branch 002Grid 005DSN20120Branch 002Grid 007DSN20122Branch 002Grid 008DSN20124Branch 002Grid 011DSN20126Branch 002Grid 014DSN20128Branch 003Grid 001DSN 6710Branch 003Grid 002DSN 6002Branch 003Grid 002DSN20204Branch 002Grid 015DSN20400Willamette River (Jasper to Harrisburg-RM 195.0 to 161.0)No. of Branches 4 * 8 1/will_models/basins/wdmfile/will.wdmInternal Junctions 2 *Time Steps Modeled 2557 * 1971 10 01 00 00 00Model Starts0 time steps after midnight.Output Given Every1 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.000 Hours.Peak Discharge 90000. *137
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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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Page Intentionally Blank
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APPENDIX 1. STREAM GEOMETRY FOR MAI
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Page 96 and 97: 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
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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
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
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APPENDIX 13. PROGRAMMING STEPS FOR
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APPENDIX 14. INPUT FILES FOR BRANCH
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