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

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APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDShelton Ditch (mill Creek) from I-5 (RM 2.6) to mouthRiver Reach | Low Flow | High Flow |Mile Sta. Length Location Elev Slope Disch. Width Vel. Area Time Disch. Width Vel. Area Time(mi) (ft) (ft/ft) (ft 3 /s (ft) (ft/s) (ft 2 ) (hrs)(ft 3 /s) (ft) (ft/s) (ft 2 ) (hrs)0.0 2.6 Mouth 110.801.2 1.4 1.2 150.00 0.006187 20 35 0.92 22 1.9 7000 44 6.8 1035 0.32.6 0.0 1.4 Confluence w Mill Cr 190.00 0.005411 20 35 0.92 22 2.2 7000 44 6.8 1035 0.3River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High1.2 2.80 0.66 0 41.0 0.040 35 95892.6 7.70 0.66 0 20.0 0.040 81 22470Mill Ditch (Mill Creek) from gage (RM 1.4) to mouth86River Reach | Low Flow | High Flow |Mile Sta. Length Location Elev Slope Disch. Width Vel. Area Time Disch. Width Vel. Area Time(mi) (ft) (ft/ft) (ft 3 /s (ft) (ft/s) (ft 2 ) (hrs)(ft 3 /s) (ft) (ft/s) (ft 2 ) (hrs)0.0 1.4 Mouth 110.801.4 0.0 1.4 Confluence w Mill Cr 178.00 0.009091 10 25 0.73 14 2.8 600 30 2.9 205 0.7River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High1.4 10.50 0.66 0 13.7 0.040 37 1865
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER AT SELECTED INTERVALS—CONTINUEDMolalla River from Wilhoit (RM 32.2) to mouth87River Reach | Low Flow | High Flow |Mile Sta. Length Location Elev Slope Disch. Width Vel. Area Time Disch. Width Vel. Area Time(mi) (ft) (ft/ft) (ft 3 /s (ft) (ft/s) (ft 2 ) (hrs)(ft 3 /s) (ft) (ft/s) (ft 2 ) (hrs)0.0 32.2 Mouth 54.750.8 31.4 0.8 Pudding River LB 64.00 0.002190 161 230 0.39 413 3.0 109300 1624 12.6 8679 0.15.0 27.2 4.2 Cribble Cr-LB 95.00 0.001398 89 145 0.44 204 14.1 44000 725 9.7 4540 0.66.0 26.2 1.0 Gage 14200000 110.00 0.002841 89 145 0.44 204 3.4 43600 724 9.7 4514 0.28.0 24.2 2.0 Milk Cr 130.00 0.001894 89 112 0.44 204 6.7 43600 563 9.7 4514 0.314.4 17.8 6.4 Ore. Hwy 215 bridge 230.00 0.002959 81 187 0.41 199 23.1 40000 1201 9.4 4271 1.018.6 13.6 4.2 Gage 14199500 300.00 0.003157 81 172 0.41 199 15.1 40000 865 9.4 4271 0.718.8 13.4 0.2 Woodcock Cr-RB 310.00 0.009470 80 157 0.50 161 0.6 40000 700 10.5 3805 0.022.3 9.9 3.5 Dickey Cr-RB 400.00 0.004870 79 101 0.49 161 10.4 39500 349 10.5 3775 0.524.0 8.2 1.7 Little Cedar Cr-LB 415.00 0.001671 78 99 0.49 160 5.1 39000 302 10.4 3744 0.225.2 7.0 1.2 Cedar Cr-LB 450.00 0.005524 77 120 0.48 160 3.7 38600 325 10.4 3719 0.226.5 5.7 1.3 N. Fork Molalla R-RB 518.00 0.009907 76 101 0.48 159 4.0 37600 240 10.3 3657 0.227.1 5.1 0.6 Trout Cr 540.00 0.006944 52 88 0.52 101 1.7 26000 186 10.3 2520 0.132.0 0.2 4.9 Pine Cr 756.00 0.008349 50 86 0.50 100 14.3 24500 159 10.1 2426 0.732.1 0.1 0.1 Shotgun Cr-LB 763.00 0.013258 48 82 0.49 99 0.3 23000 134 9.9 2329 0.032.2 0.0 0.1 Gage 14198500 770.00 0.013258 46 73 0.47 98 0.3 21500 99 9.6 2230 0.0River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High0.8 4.00 0.64 120 35.0 0.180 421 883395.0 4.00 0.64 120 35.0 0.180 405 656236.0 4.00 0.64 120 35.0 0.180 200 320508.0 3.40 0.66 40 41.0 0.180 255 4103914.4 3.40 0.66 40 41.0 0.180 151 2447318.6 3.40 0.66 40 41.0 0.180 142 2294418.8 3.40 0.66 40 41.0 0.180 47 764822.3 2.90 0.66 0 33.0 0.140 133 2792524.0 2.52 0.66 20 80.0 0.100 189 5067925.2 3.00 0.66 60 55.0 0.120 75 1788826.5 3.00 0.66 60 55.0 0.120 41 974627.1 3.00 0.66 60 55.0 0.120 42 1005032.0 3.00 0.66 60 55.0 0.120 34 793332.1 3.00 0.66 60 55.0 0.120 21 472632.2 3.00 0.66 60 55.0 0.120 20 4453
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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
Page 46 and 47: 3,0002,500June 21-30, 1993September
Page 48 and 49: stream network is shown on figure 1
Page 50 and 51: 122˚30´ 15´122˚00´121˚45´Roc
Page 52 and 53: 123˚22´30´´ 123˚15´ 123˚00´
Page 54 and 55: 123˚00´´ 45´30´122˚15´45˚15
Page 56 and 57: YamhillRiver123˚45´ 30´ 15´123
Page 58 and 59: 123˚07´30´´ 123˚00´ 45´ 30´
Page 60 and 61: 123˚07´30´´ 123˚00´ 45´ 30´
Page 62 and 63: 44˚15´14166000122˚07´30´´Will
Page 64 and 65: 122˚15´ 122˚00´121˚52´30´´4
Page 66 and 67: 44˚52´30´´45´122˚15´ 122˚00
Page 68 and 69: observed flow at the Willamette Riv
Page 70 and 71: DAFLOW model, and peak amplitude is
Page 72 and 73: 20DYE CONCENTRATION, IN MICROGRAMS
Page 74 and 75: ARC-INFO and Geographic Information
Page 76 and 77: WILL.WDMData-base file(Observed pre
Page 78 and 79: WILL.WDMData-base fileSWSTATSFreque
Page 80 and 81: Jobson, H.E., 1980, Comment on A ne
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Page 84 and 85: 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
Page 124 and 125: APPENDIX 3. DEFINITIONS OF PARAMETE
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
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APPENDIX 6. DIFFUSION ANALOGY FLOW
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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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150Climatemaxtempmintempprecipitati
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APPENDIX 10. DIRECTORY TREE AND DES
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APPENDIX 11. DIRECTORY TREES AND DE
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APPENDIX 11. DIRECTORY TREES AND DE
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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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