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—CONTINUEDWillamette River from from Jasper (RM 201.2) to Albany (RM 119.5)—Continued98River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High119.5 5.40 0.69 200 10.0 0.445 12109 83681121.6 5.40 0.69 200 6.5 0.482 14813 89705122.7 5.40 0.69 200 4.1 0.522 19272 101745124.3 5.38 0.68 0 2.3 0.569 31160 139915127.3 5.38 0.68 0 4.1 0.522 55342 293550130.8 5.38 0.68 0 6.6 0.482 27794 170039132.1 5.38 0.68 0 6.6 0.482 16500 101259132.6 5.38 0.68 0 17.8 0.392 10912 90532134.0 5.33 0.66 200 3.1 0.539 11271 56167136.1 5.33 0.66 200 8.5 0.453 8524 57447140.2 5.33 0.66 200 3.1 0.539 13572 67953143.5 5.38 0.68 0 13.1 0.417 10294 79226144.5 5.38 0.68 0 5.3 0.493 9029 53258145.9 5.38 0.68 0 3.1 0.539 12936 65140147.4 5.33 0.66 200 7.1 0.460 12877 84274149.0 5.33 0.66 200 4.1 0.507 13376 74568154.1 5.33 0.66 200 7.0 0.463 11714 76387156.6 5.33 0.66 200 7.5 0.455 11055 74388157.8 5.33 0.66 200 4.3 0.501 9005 51586160.6 5.33 0.66 200 18.2 0.380 5391 47343161.2 5.20 0.66 830 7.5 0.455 11666 78961165.0 5.20 0.66 830 7.5 0.455 7806 52898171.8 5.20 0.66 830 26.5 0.348 5541 54669174.8 5.20 0.66 830 21.5 0.380 2933 33849177.8 5.28 0.66 0 62.1 0.260 1931 25110184.2 5.28 0.66 0 42.3 0.295 2171 25000187.0 5.22 0.64 0 26.7 0.338 2144 21269187.9 5.22 0.64 0 29.8 0.309 1742 14823188.7 5.22 0.64 0 29.8 0.309 2065 17568189.4 5.22 0.64 0 1.0 0.642 4517 13696191.4 5.22 0.64 0 2.3 0.561 2581 10059194.8 5.22 0.64 0 10.3 0.413 2006 12365195.0 5.22 0.64 0 8.6 0.430 1081 6318197.2 5.22 0.64 0 29.8 0.309 1623 13803198.3 5.22 0.64 0 15.1 0.376 1363 9421200.6 5.22 0.64 0 19.4 0.355 972 6684201.2 5.22 0.64 0 5.7 0.475 1549 7443
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDYamhill River from Willamina (RM 56.8) to mouth of <strong>the</strong> Yamhill River99River 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 56.8 Mouth 60.004.9 51.9 4.9 Palmer Creek RB 62.00 0.000077 65 120 0.35 186 20.5 74500 686 3.8 19387 1.97.9 48.9 3.0 Henry Creek LB 66.00 0.000253 63 100 0.35 182 12.7 72000 680 3.8 18955 1.28.9 47.9 1.0 Haun Creek LB 68.50 0.000473 63 100 0.35 182 4.2 71000 677 3.8 18781 0.411.2 45.6 2.3 Conf. N. Yamhill R. 73.00 0.000371 63 100 0.35 182 9.7 70000 675 3.8 18606 0.916.8 40.0 5.6 Cozine Cr-LB 78.00 0.000169 47 100 0.46 102 17.7 46500 277 4.8 9630 1.722.5 34.3 5.7 87.00 0.000299 46 90 0.46 100 18.2 45500 276 4.8 9492 1.727.9 28.9 5.4 Gage 14194000 99.00 0.000421 46 80 0.46 100 17.2 44500 275 4.8 9354 1.729.4 27.4 1.5 Salt Creek RB 100.00 0.000126 46 80 0.55 84 4.0 43500 268 6.9 6350 0.335.9 20.9 6.5 Deer Creek LB 117.00 0.000495 46 120 0.55 84 17.4 42000 266 6.8 6205 1.441.4 15.4 5.5 Unnamed Creek RB 132.00 0.000517 46 120 0.55 84 14.7 40000 265 6.7 6009 1.246.4 10.4 5.0 Ch<strong>and</strong>ler Creek RB 158.00 0.000985 46 200 0.46 100 16.0 40000 265 4.6 8719 1.651.6 5.2 5.2 Rock Creek LB 183.00 0.000911 45 150 0.46 99 16.7 39000 264 4.5 8574 1.752.3 4.5 0.7 Mill Creek RB 190.00 0.001894 44 90 0.54 82 1.9 37000 262 6.5 5708 0.254.0 2.8 1.7 Willamina Creek LB 202.00 0.001337 40 90 0.51 78 4.8 29000 253 6.0 4863 0.454.5 2.3 0.5 Unnamed Creek RB 219.00 0.006439 25 90 0.47 53 1.5 20000 136 10.5 1899 0.156.8 0.0 2.3 Gage 14192500 235.00 0.001318 23 110 0.45 51 7.5 19000 136 10.3 1837 0.3River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High4.9 10.20 0.66 700 32.0 0.260 4438 8147347.9 10.20 0.66 700 32.0 0.260 1327 2431888.9 9.20 0.66 450 31.5 0.260 719 13040211.2 8.20 0.66 90 31.0 0.260 934 16754416.8 8.20 0.66 90 31.0 0.260 1647 27125422.5 14.00 0.66 0 40.0 0.180 965 27589627.9 9.50 0.66 0 40.0 0.180 686 19249229.4 9.00 0.66 0 60.0 0.140 1776 64364235.9 5.50 0.66 15 60.0 0.140 453 15918841.4 5.50 0.66 15 60.0 0.140 434 14638546.4 8.00 0.66 0 60.0 0.140 228 7677551.6 8.00 0.66 0 60.0 0.140 242 8125252.3 5.50 0.66 15 60.0 0.140 114 3733454.0 5.50 0.66 15 60.0 0.140 149 4289354.5 2.71 0.66 30 45.9 0.110 30 1138256.8 2.71 0.66 30 45.9 0.110 135 53148
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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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Page 60 and 61: 123˚07´30´´ 123˚00´ 45´ 30´
Page 62 and 63: 44˚15´14166000122˚07´30´´Will
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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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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
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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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