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—CONTINUEDThe BLTM.IN file for modeling the middle reach:pudding - branch 2 - dye input at RM 31.5HEADER 1 3 2 240 1 0 1 1 0 1HEADER 2 0.25 0.10LABEL 1 DYE 1BRANCH 1 8 0.06 3 1 1GRID 1 0.000 0 0.00GRID 2 3.500 0 0.00GRID 3 7.200 0 0.00GRID 4 7.300 0 0.00GRID 5 12.100 0 0.00GRID 6 15.900 0 0.00GRID 7 17.000 0 0.00GRID 8 21.300 0BRANCH 2 8 0.15 1 2 1GRID 1 21.300 1 0.00GRID 2 23.700 0 0.00GRID 3 23.800 0 0.00GRID 4 25.800 1 0.00GRID 5 30.500 1 0.00GRID 6 32.600 0 0.00GRID 7 32.700 0 0.00GRID 8 35.200 0BRANCH 3 10 0.12 2 4 1GRID 1 35.200 1 0.00GRID 2 37.300 0 0.00GRID 3 37.400 0 0.00GRID 4 38.600 0 0.00GRID 5 40.700 0 0.00GRID 6 44.700 0 0.00GRID 7 45.600 0 0.00GRID 8 47.400 0 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 64 0TIME 65 0TIME 66 1B 2 G 1 0.08TIME 67 1B 2 G 1 1.15TIME 68 1B 2 G 1 4.95TIME 69 1B 2 G 1 13.27TIME 70 1B 2 G 1 20.66TIME 71 1B 2 G 1 22.20TIME 72 1194
APPENDIX 14. INPUT FILES FOR BRANCHED LAGRANGIAN TRANSPORT MODEL MODELING OFTHE PUDDING RIVE, OREGON—CONTINUEDBLTM.IN file for modeling the middle reach—ContinuedB 2 G 1 19.21TIME 73 1B 2 G 1 13.38TIME 74 1B 2 G 1 8.59TIME 75 1B 2 G 1 5.47TIME 76 1B 2 G 1 3.08TIME 77 1B 2 G 1 1.73TIME 78 1B 2 G 1 0.95TIME 79 1B 2 G 1 0.00TIME 80 0TIME 81 0TIME 82 0*** left out missing repetitious cards to save space in printing ***TIME 238 0TIME 239 0TIME 240 0The BLTM.IN file for modeling the lower reach:pudding - branch 3 - dye input at RM 17.6HEADER 1 3 2 240 1 0 1 1 0 1HEADER 2 0.25 0.10LABEL 1 DYE 1BRANCH 1 8 0.06 3 1 1GRID 1 0.000 0 0.00GRID 2 3.500 0 0.00GRID 3 7.200 0 0.00GRID 4 7.300 0 0.00GRID 5 12.100 0 0.00GRID 6 15.900 0 0.00GRID 7 17.000 0 0.00GRID 8 21.300 0BRANCH 2 8 0.15 1 2 1GRID 1 21.300 0 0.00GRID 2 23.700 0 0.00GRID 3 23.800 0 0.00GRID 4 25.800 0 0.00GRID 5 30.500 0 0.00GRID 6 32.600 0 0.00GRID 7 32.700 0 0.00GRID 8 35.200 0BRANCH 3 10 0.12 2 4 1GRID 1 35.200 1 0.00GRID 2 37.300 0 0.00GRID 3 37.400 0 0.00195
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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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Page 160 and 161: 150Climatemaxtempmintempprecipitati
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Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
Page 196 and 197: APPENDIX 13. PROGRAMMING STEPS FOR
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Page 206 and 207: APPENDIX 14. INPUT FILES FOR BRANCH
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