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

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APPENDIX 14. INPUT FILES FOR BRANCHED LAGRANGIAN TRANSPORT MODEL MODELING OFTHE PUDDING RIVER, OREGON—CONTINUEDBLTM.IN file for modeling the lower reach—ContinuedGRID 4 38.600 1 0.00GRID 5 40.700 1 0.00GRID 6 44.700 1 0.00GRID 7 45.600 0 0.00GRID 8 47.400 1 0.00GRID 9 52.800 0 0.00GRID 10 53.400 0TIME 1 0TIME 2 0TIME 3 0*** left out missing repetitious cards to save space in printing ***TIME 60 0TIME 61 0TIME 62 1B 3 G 1 0.01TIME 63 0TIME 64 1B 3 G 1 0.02TIME 65 0TIME 66 1B 3 G 1 0.03TIME 67 0TIME 68 0TIME 69 1B 3 G 1 0.04TIME 70 0TIME 71 1B 3 G 1 0.05TIME 72 0TIME 73 1B 3 G 1 0.63TIME 74 1B 3 G 1 3.52TIME 75 1B 3 G 1 8.31TIME 76 1B 3 G 1 14.41TIME 77 1B 3 G 1 16.59TIME 78 1B 3 G 1 15.66TIME 79 1B 3 G 1 12.95TIME 80 1B 3 G 1 10.20TIME 81 1B 3 G 1 6.14TIME 82 1B 3 G 1 3.69TIME 83 1B 3 G 1 2.01TIME 84 1196
APPENDIX 14. INPUT FILES FOR BRANCHED LAGRANGIAN TRANSPORT MODEL MODELING OFTHE PUDDING RIVER, OREGON—CONTINUEDBLTM.IN file for modeling the lower reach—ContinuedB 3 G 1 1.04TIME 85 1B 3 G 1 0.73TIME 86 1B 3 G 1 0.33TIME 87 1B 3 G 1 0.25TIME 88 1B 3 G 1 0.18TIME 89 1B 3 G 1 0.16TIME 90 1B 3 G 1 0.14TIME 91 1B 3 G 1 0.12TIME 92 1B 3 G 1 0.11TIME 93 0TIME 94 0TIME 95 1B 3 G 1 0.08TIME 96 1B 3 G 1 0.06TIME 97 1B 3 G 1 0.18TIME 98 1B 3 G 1 0.08TIME 99 1B 3 G 1 0.04TIME 100 1B 3 G 1 0.00TIME 101 0TIME 102 0TIME 103 0*** left out missing repetitious cards to save space in printing ***TIME 238 0TIME 239 0TIME 240 0197
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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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APPENDIX 7. PROGRAMMING STEPS TO IN
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APPENDIX 8. PROGRAMMING STEPS TO DE
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APPENDIX 8. PROGRAMMING STEPS TO DE
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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
Page 204 and 205: APPENDIX 14. INPUT FILES FOR BRANCH
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