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—CONTINUEDMolalla River Network (RM 32.5 to 0.0)—Continued3 37.300 0 185.0 3.80 0.660 200.0 0.841E+06 30.0 0.1604 37.400 0 185.0 3.70 0.660 300.0 0.841E+06 30.0 0.1605 44.700 0 185.0 3.60 0.660 400.0 0.497E+06 37.0 0.1206 45.600 0 185.0 3.60 0.660 400.0 0.203E+06 42.0 0.1107 52.800 0 185.0 3.60 0.660 400.0 0.203E+06 42.0 0.1108 53.400 0Branch 001Grid 001DSN 86Branch 001Grid 003DSN 8102Branch 001Grid 004DSN 8104Branch 001Grid 007DSN 8106Branch 002Grid 002DSN 8108Branch 002Grid 003DSN 8110Branch 002Grid 005DSN 8112Branch 003Grid 002DSN 8114Branch 004Grid 001DSN 87Branch 004Grid 002DSN 8116Branch 004Grid 003DSN 8118Branch 004Grid 004DSN 8120Branch 004Grid 006DSN 8122Branch 004Grid 007DSN 8124Branch 004Grid 008DSN 8126Branch 004Grid 009DSN 8128Branch 005Grid 002DSN 88Branch 005Grid 003DSN 8132Branch 005Grid 004DSN 8134Branch 005Grid 006DSN 8136Branch 002Grid 004DSN 8210Branch 003Grid 004DSN 8200Branch 004Grid 002DSN 8212Branch 005Grid 002DSN 8130Santiam River Network (RM 38.7 (north), RM 23.3 (south) to 0.0)No. of Branches 3 * 13 1/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 Every 1096 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.000 Hours.Peak Discharge 30000. *Branch 1 has 10 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 18.600 0 2850.0 3.00 0.660 0.0 0.189E+05 23.3 0.2602 20.900 0 2850.0 3.00 0.660 0.0 0.223E+05 23.3 0.2603 25.900 0 2850.0 3.00 0.660 0.0 0.220E+05 23.3 0.2604 26.700 0 2850.0 3.00 0.660 0.0 0.981E+04 23.3 0.2605 27.500 0 2850.0 3.00 0.660 0.0 0.859E+05 23.3 0.260132
APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDSantiam River Network (RM 38.7 (north), RM 23.3 (south) to 0.0)—Continued6 28.900 0 2850.0 3.00 0.660 0.0 0.272E+05 23.3 0.2607 34.400 0 2850.0 3.00 0.660 0.0 0.413E+05 23.3 0.2608 42.600 0 2850.0 3.00 0.660 0.0 0.413E+05 23.3 0.2609 45.400 0 2850.0 3.00 0.660 0.0 0.285E+05 23.3 0.26010 45.600 0Branch 2 has 10 xsects & routes 1.00 of flow at JNCT 4 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 0.0000 0 2870.0 4.15 0.640 370.0 0.306E+05 150.0 0.1002 2.100 0 2870.0 4.15 0.640 370.0 0.229E+05 150.0 0.1003 2.500 0 2870.0 4.15 0.640 370.0 0.322E+05 150.0 0.1004 5.300 0 2870.0 3.00 0.640 570.0 0.164E+05 41.6 0.2755 8.100 0 2870.0 3.00 0.640 570.0 0.263E+05 41.6 0.2756 10.200 0 2870.0 3.00 0.640 570.0 0.197E+05 41.6 0.2757 19.000 0 2870.0 3.00 0.640 570.0 0.310E+05 41.6 0.2758 20.300 0 2870.0 3.96 0.640 270.0 0.390E+05 41.6 0.2759 20.700 0 2870.0 3.96 0.640 270.0 0.421E+05 41.6 0.27510 23.300 0Branch 3 has 4 xsects & routes 1.00 of flow at JNCT 2 To JNCT 3Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 45.600 0 2850.0 2.80 0.660 1200.0 0.994E+05 49.0 0.2602 47.700 0 2850.0 2.80 0.660 1200.0 0.812E+05 49.0 0.2603 55.200 0 2850.0 2.80 0.660 1200.0 0.829E+05 49.0 0.2604 57.300 0Branch 001Grid 001DSN 3720Branch 001Grid 003DSN 3725Branch 001Grid 004DSN 3110Branch 001Grid 005DSN 3730Branch 002Grid 001DSN 4720Branch 002Grid 002DSN 4011Branch 002Grid 003DSN 4725Branch 002Grid 004DSN 4730Branch 002Grid 005DSN 4015Branch 002Grid 006DSN 4020Branch 002Grid 007DSN 4025Branch 002Grid 008DSN 4030Branch 003Grid 003DSN 3115Branch 003Grid 004DSN 3200Tualatin River Network (RM 58.8 to 1.8)No. of Branches 2 * 15 4/will_models/basins/wdmfile/will.wdmInternal Junctions 1 *Time steps modeled 2557 * 1971 10 01 00 00 00Model starts0 time steps after midnightOutput given every1 time steps in FLOW.OUTEnglish units 1 *Time step size24. hoursPeak Discharge 1000.133
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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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Page Intentionally Blank
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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 92 and 93: 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 12. DIRECTORY FOR will.wdm
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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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