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

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APPENDIX 13. PROGRAMMING STEPS FOR RUNNING THE SCENARIO GENERATOR—CONTINUEDThe Scenario Generator *.sta file (cont.)The next three records contain labels for the left, right, and auxiliary axes, respectively (FORMATA80).Example:FLOW (CFS)The next three records contain a title for the current plot (FORMAT A80).Example:Scenario comparison plot for TRUCKEE R AT VISTA, NVFinally, the following seven records contain the dimensions of graphics windows 1 through 7(FORMAT 4F10.3). The dimensions are specified in the order left, top, right, and bottom, witheach value representing the relative distance from the left side of the screen (for left and rightdimensions) or from the top of the screen (for top and bottom dimensions)Example:0.000 0.000 0.500 0.500190
APPENDIX 14. INPUT FILES FOR BRANCHED LAGRANGIAN TRANSPORT MODEL MODELING OFTHE PUDDING RIVER, OREGONThe FLOW.IN file for DAFLOW modeling:Pudding River Network (RM 53.4 to 0.0)No. of Branches 3 * 12 1/will_models/basins/wdmfile/pudd.wdmInternal Junctions 2 *Time Steps Modeled 15 * 1993 07 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 * HoursPeak Discharge 1000. *Branch 1 has 8 xsects & routes 1.00 of flow at JNCT 3 To JNCT 1Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 00.000 0 81.0 2.40 0.660 0.0 0.129E+05 20.0 0.1802 03.500 0 81.0 2.40 0.660 0.0 0.160E+05 18.0 0.2003 07.200 0 134.0 2.30 0.660 90.0 0.192E+05 16.0 0.2204 07.300 0 153.0 2.00 0.660 140.0 0.296E+05 12.0 0.2605 12.100 0 153.0 1.70 0.660 140.0 0.296E+05 12.0 0.2606 15.900 0 158.0 1.90 0.660 130.0 0.161E+05 12.0 0.2607 17.000 1 182.0 2.10 0.660 130.0 0.161E+05 12.0 0.2608 21.300 0Branch 2 has 8 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 21.300 0 210.0 2.80 0.660 130.0 0.212E+05 15.0 0.2502 23.700 0 210.0 3.50 0.660 140.0 0.263E+05 18.0 0.2403 23.800 0 210.0 3.50 0.660 140.0 0.263E+05 18.0 0.2404 25.800 0 219.0 3.60 0.660 120.0 0.250E+05 20.0 0.2205 30.500 0 219.0 3.70 0.660 120.0 0.250E+05 20.0 0.2206 32.600 0 219.0 3.80 0.660 120.0 0.238E+05 24.0 0.2007 32.700 1 224.0 3.80 0.660 120.0 0.238E+05 24.0 0.2008 35.200 0Branch 3 has 10 xsects & routes 1.00 of flow at JNCT 2 To JNCT 4Grd R Mile IOUT Disch A1 A2 A0 DF W1 W21 35.200 0 228.0 3.80 0.660 170.0 0.238E+05 24.0 0.2002 37.300 0 256.0 3.80 0.660 220.0 0.841E+05 30.0 0.1603 37.400 0 291.0 3.70 0.660 240.0 0.841E+05 30.0 0.1604 38.600 0 291.0 3.70 0.660 240.0 0.841E+05 30.0 0.1605 40.700 0 291.0 3.70 0.660 300.0 0.841E+05 30.0 0.1606 44.700 0 291.0 3.60 0.660 360.0 0.497E+05 37.0 0.1207 45.600 0 291.0 3.60 0.660 440.0 0.203E+05 42.0 0.1108 47.400 0 291.0 3.60 0.660 400.0 0.203E+05 42.0 0.1109 52.800 1 291.0 3.60 0.660 400.0 0.203E+05 42.0 0.11010 53.400 0Branch 001Grid 001DSN 8213 silver cr.Branch 001Grid 002DSN 8117 upper puddingBranch 001Grid 003DSN 8119 middle puddingBranch 001Grid 004DSN 8121 abiqua cr.Branch 001Grid 006DSN 8123 little puddingBranch 001Grid 007DSN 8125 pudding b4g5Branch 002Grid 002DSN 8127 zolner cr.191
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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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APPENDIX 2. ARC MACRO LANGUAGE (AML
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APPENDIX 3. DEFINITIONS OF PARAMETE
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APPENDIX 3. DEFINITIONS OF PARAMETE
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APPENDIX 4. MEASUREMENTS USED TO DE
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APPENDIX 5. EXAMPLE PRECIPITATION-R
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APPENDIX 5. EXAMPLE PRECIPITATION-R
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APPENDIX 6. DIFFUSION ANALOGY FLOW
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Page 150 and 151: APPENDIX 7. PROGRAMMING STEPS TO IN
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Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
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Page 202 and 203: APPENDIX 14. INPUT FILES FOR BRANCH
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