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

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APPENDIX 5. EXAMPLE PRECIPITATION-RUNOFF MODELING SYSTEM INPUT FILE (basin_net.g1)—CLACKAMAS RIVER, OREGON, NETWORK (REFER TO PRECIPITATION-RUNOFF MODELING SYSTEMMANUAL BY LEAVESLEY, 1983)—CONTINUED38RU3 11 1 9425.0 1.00 1.14 1.14 0.0 1 0 150.00 0.0036RU1 12 1 0.03 615. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 12 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 12 214157.0 1.00 1.27 1.27 0.0 2 0 150.00 0.0036RU1 13 16 0.06 453. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 13 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 13 2 2677.0 1.00 1.17 1.17 0.0 2 0 150.00 0.0036RU1 14 1 0.04 337. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 14 1 8.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 14 1 8309.0 1.00 0.93 0.93 0.0 1 0 150.00 0.0036RU1 15 16 0.05 422. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 15 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 15 1 2370.0 1.00 0.92 0.92 0.0 1 0 150.00 0.0036RU1 16 1 0.04 455. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 16 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 16 1 2517.0 1.00 1.00 1.00 0.0 1 0 150.00 0.0036RU1 17 16 0.06 1055. 3 0.90 0.80 0.10 0.10 0.10 0.10 1121 0.00 0.00 0.0037RU2 17 1 8.00 1.00 1.00 1.00 2.00 0.01.0010 0.20 0.01 0.00 0.15 1 1 038RU3 17 1 6776.0 1.00 1.04 1.04 0.0 1 0 150.00 0.0036RU1 18 16 0.07 808. 3 0.90 0.80 0.10 0.10 0.10 0.10 1121 0.00 0.00 0.0037RU2 18 2 7.00 1.00 1.00 1.00 2.00 0.01.0010 0.20 0.01 0.00 0.15 1 1 038RU3 18 2 7173.0 1.00 1.08 1.08 0.0 2 0 150.00 0.0036RU1 19 17 0.15 2020. 3 0.90 0.80 0.10 0.10 0.10 0.10 1121 0.00 0.00 0.0037RU2 19 110.00 1.00 1.00 1.00 2.00 0.01.0010 0.20 0.01 0.00 0.15 1 1 038RU3 19 112811.0 1.00 1.20 1.20 0.0 1 0 150.00 0.0036RU1 20 1 0.03 952. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 20 1 8.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 20 1 2304.0 1.00 0.96 0.96 0.0 1 0 150.00 0.0036RU1 21 1 0.04 550. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 21 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 21 217258.0 1.00 1.00 1.00 0.0 2 0 150.00 0.0036RU1 22 1 0.04 242. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 22 1 8.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 22 2 2374.0 1.00 1.00 1.00 0.0 2 0 150.00 0.0036RU1 23 1 0.04 485. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 23 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 23 2 2994.0 1.00 1.08 1.08 0.0 2 0 150.00 0.0036RU1 24 16 0.06 515. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 24 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 24 2 6016.0 1.00 1.05 1.05 0.0 2 0 150.00 0.0036RU1 25 1 0.02 210. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 25 1 8.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 25 2 2327.0 1.00 0.91 0.91 0.0 2 0 150.00 0.0036RU1 26 16 0.08 415. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 26 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 26 2 1051.0 1.00 0.95 0.95 0.0 2 0 150.00 0.0036RU1 27 1 0.04 301. 1 0.40 0.30 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 27 2 7.00 1.00 1.00 1.00 2.00 0.10.0010 0.20 0.05 0.05 0.15 1 1 038RU3 27 2 1997.0 1.00 0.95 0.95 0.0 2 0 150.00 0.00126
APPENDIX 5. EXAMPLE PRECIPITATION-RUNOFF MODELING SYSTEM INPUT FILE (basin_net.g1)—CLACKAMAS RIVER, OREGON, NETWORK (REFER TO PRECIPITATION-RUNOFF MODELING SYSTEMMANUAL BY LEAVESLEY, 1983)—CONTINUED36RU1 28 1 0.00 197. 1 0.50 0.40 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 28 1 8.00 1.00 1.00 1.00 2.00 0.20.0010 0.20 0.25 0.10 0.15 1 1 038RU3 28 2 661.0 1.00 0.85 0.85 0.0 2 0 150.00 0.0036RU1 29 1 0.00 199. 1 0.50 0.40 0.10 0.05 0.05 0.05 3111 0.00 0.00 0.0037RU2 29 2 7.00 1.00 1.00 1.00 2.00 0.20.0010 0.20 0.25 0.10 0.15 1 1 038RU3 29 2 705.0 1.00 0.86 0.86 0.0 2 0 150.00 0.0041 0.0 .05 .1 .18 .25 .3 .45 .8 .9 .95 1.0DSNDV 1120 1002 1003 1004 1005 1006 1007 1008SBSNS 6DSNSB 1102 9 1 2 3 4 5 6 7 8 9DSNSB 1104 4 10 11 12 13DSNSB 1106 3 14 15 16DSNSB 1108 5 17 18 19 20 21DSNSB 1110 3 22 23 24DSNSB 1112 5 25 26 27 28 29127
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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 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 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 13. PROGRAMMING STEPS FOR
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APPENDIX 14. INPUT FILES FOR BRANCH
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