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—CONTINUEDClackamas River from Estacada (RM 23.1) 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 23.1 Mouth 4.654.8 18.3 4.8 Gage 14211000 44.20 0.001561 700 461 0.57 1232 12.4 120000 1757 16.6 7234 0.46.4 16.7 1.6 Rock Cr-RB 61.00 0.001989 700 357 0.57 1232 4.1 120000 1360 16.6 7234 0.18.0 15.1 1.6 Clear Cr-LB 72.00 0.001302 690 312 0.56 1230 4.2 112000 1059 16.1 6964 0.112.1 11.0 4.1 Deep Cr 137.00 0.003003 685 240 0.67 1029 9.0 108000 660 16.3 6627 0.416.7 6.4 4.6 Eagle Cr-Rb 200.00 0.002594 680 239 0.87 782 7.8 104000 509 20.2 5151 0.323.1 0.0 6.4 Gage 14210000 315.00 0.003403 660 233 0.97 679 9.6 86900 284 19.1 4556 0.576River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High4.8 4.70 0.64 180 49.0 0.200 1234 756346.4 5.90 0.64 0 45.0 0.220 926 511648.0 5.90 0.64 0 45.0 0.220 1398 7404712.1 6.20 0.66 0 41.0 0.230 624 3073416.7 4.30 0.66 0 38.0 0.240 714 3263123.1 3.60 0.64 320 26.0 0.250 747 29048
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDCoast Fork Willamette River from Cottage Grove (RM 29.4) to mouth77River 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 29.4 Mouth 436.001.3 28.1 1.3 Berkshire Sl - LB 444.00 0.001166 275 200 0.70 393 2.7 32000 265 9.8 3260 0.24.3 25.1 3.0 Up end Brkshre SL-LB 464.00 0.001263 275 150 0.75 367 5.9 32000 265 9.8 3260 0.45.7 23.7 1.4 Tribut-RB 471.00 0.000947 275 150 0.80 344 2.6 32000 265 9.8 3260 0.26.4 23.0 0.7 Gage 14157500 475.00 0.001082 275 150 0.95 289 1.1 32000 265 9.8 3260 0.18.6 20.8 2.2 Bear Cr-RB 493.00 0.001550 275 200 1.00 275 3.2 32000 265 13.1 2450 0.29.0 20.4 0.4 Camas Swale Cr-LB 496.50 0.001657 273 100 1.10 248 0.5 31500 260 13.0 2420 0.010.6 18.8 1.6 Up end Isle 507.00 0.001243 272 100 1.20 227 2.0 31000 260 12.9 2400 0.210.9 18.5 0.3 Hill Cr-LB 509.00 0.001263 272 150 1.32 206 0.3 31000 260 12.9 2400 0.016.9 12.5 6.0 Gettings CR-Sl-RB 550.00 0.001294 270 100 0.90 300 9.8 30500 260 12.8 2380 0.718.0 11.4 1.1 Lynx Hollow Flood 562.50 0.002152 268 200 0.80 335 2.0 30000 260 14.5 2070 0.120.7 8.7 2.7 Row R-RB 588.00 0.001789 268 150 0.80 335 5.0 30000 260 14.5 2070 0.323.2 6.2 2.5 Silk Cr-LB 613.00 0.001894 114 100 0.80 143 4.6 14000 125 10.8 1300 0.325.4 4.0 2.2 Martin Cr-LB 634.00 0.001808 110 75 0.80 138 4.0 13000 125 10.4 1250 0.329.4 0.0 4.0 Gage 14153500 718.00 0.003977 105 75 0.80 131 7.3 12000 125 10.2 1180 0.6River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High1.3 5.00 0.62 150 21.0 0.244 1427 520154.3 5.00 0.62 150 21.0 0.244 1317 480145.7 5.00 0.62 150 21.0 0.244 1756 640196.4 5.00 0.62 150 21.0 0.244 1537 560178.6 3.80 0.62 90 21.0 0.244 1073 391239.0 3.80 0.62 90 21.0 0.244 998 3614910.6 3.80 0.62 90 21.0 0.244 1327 4761910.9 3.80 0.62 90 21.0 0.244 1306 4687516.9 3.80 0.62 90 21.0 0.244 1267 4517318.0 3.40 0.62 40 21.0 0.244 758 2682720.7 3.40 0.62 40 21.0 0.244 912 3227823.2 3.40 0.62 40 35.0 0.133 458 2966425.4 3.40 0.62 40 35.0 0.133 465 2914329.4 3.40 0.62 40 35.0 0.133 203 12359
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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
Page 36 and 37: Figure 9. Location of Precipitation
Page 38 and 39: Table 11. Statistical analyses of P
Page 40 and 41: flow can become a significant compo
Page 42 and 43: diffusion at selected grid interval
Page 44 and 45: 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
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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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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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