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—CONTINUEDTualatin River from Farmington (RM 33.3) 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 33.3 Mouth 54.131.8 31.5 1.8 Gage 14207500 83.00 0.003038 140 115 1.72 81 1.5 31500 246 8.7 3614 0.33.4 29.9 1.6 Oswego Div. Dam 99.70 0.001977 140 170 0.82 171 2.9 31500 246 8.7 3614 0.36.7 26.6 3.3 Oswego Canal Div. 100.00 0.000017 140 180 0.18 778 26.9 31500 397 6.8 4623 0.79.6 23.7 2.9 Fanno Creek (LB) 100.20 0.000013 200 175 0.12 1667 35.4 31700 693 6.2 5146 0.715.4 17.9 5.8 Chicken Cr. 100.50 0.000010 205 140 0.14 1464 60.8 31100 632 6.1 5097 1.421.0 12.3 5.6 100.80 0.000010 205 110 0.15 1367 54.8 30900 575 6.9 4476 1.228.2 5.1 7.2 McFee/Heaton Crs. 101.20 0.000011 200 110 0.15 1333 70.4 30800 519 6.9 4469 1.531.0 2.3 2.8 Miscl. Creeks 101.60 0.000027 200 90 0.22 909 18.7 30600 462 7.6 4030 0.533.3 0.0 2.3 Gage 14206500 102.00 0.000033 195 60 0.28 696 12.0 30400 406 7.6 4015 0.494River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High1.8 3.70 0.66 170 64.0 0.130 189 210763.4 3.70 0.66 170 64.0 0.130 291 323866.7 4.00 0.66 900 50.0 0.200 30264 23050229.6 4.20 0.66 1220 46.8 0.260 41256 175190215.4 4.20 0.66 1220 42.9 0.260 61115 251244221.0 4.00 0.66 800 39.1 0.260 64743 264888628.2 4.00 0.66 800 35.3 0.260 67899 282246931.0 3.80 0.66 560 31.5 0.260 29591 122412433.3 3.80 0.66 560 27.7 0.260 27128 1137938
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDWillamette River from Albany (RM 119.5) to mouth95River 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)0.0 201.2 Mouth 1.801.2 200.0 1.2 Columbia SL-RB 1.84 0.000006 8350 1400 0.17 49118 10.4 385000 3500 5.4 71944 0.33.4 197.8 2.2 Multnomah Ch-LB 1.90 0.000005 8330 1700 0.17 49000 19.0 385000 3000 5.4 71944 0.67.0 194.2 3.6 RR Bridge 2.00 0.000005 8330 1300 0.22 37864 24.0 385000 2500 6.5 59462 0.812.8 188.4 5.8 USGS Gage 2117.2 2.20 0.000007 8330 1300 0.22 37864 38.7 385000 2500 6.5 59462 1.318.5 182.7 5.7 Johnson Cr-RB 3.36 0.000039 8330 1500 0.22 37864 38.0 385000 2500 6.5 59462 1.320.2 181.0 1.7 Tryon Cr-LB 3.71 0.000039 8310 1000 0.33 25182 7.6 385000 2500 6.5 59462 0.421.1 180.1 0.9 Oswego Lk-LB 3.89 0.000038 8310 550 0.44 18886 3.0 385000 2000 6.5 59462 0.224.8 176.4 3.7 Clackamas R -RB 4.65 0.000039 8310 900 0.44 18886 12.3 385000 2500 6.5 59462 0.825.4 175.8 0.6 Abernethy Cr-RB 4.77 0.000038 7610 400 0.90 8456 1.0 351000 2000 5.7 61598 0.226.5 174.7 1.1 Base of Falls 5.00 0.000040 7600 625 0.90 8444 1.8 351000 2000 5.7 61598 0.326.6 174.6 0.1 Willamette Falls 54.00 0.092803 7600 625 6.00 1267 0.0 351000 2000 9.7 36285 0.028.4 172.8 1.8 Tualatin R-LB 54.13 0.000014 7600 825 0.55 13818 4.8 351000 2000 5.6 62310 0.529.0 172.2 0.6 Beaver Cr 54.18 0.000016 7460 1000 0.52 14346 1.7 326000 2500 5.5 59787 0.235.7 165.5 6.7 Molalla R-RB 54.75 0.000016 7460 1000 0.52 14346 18.9 326000 2500 5.8 56538 1.737.6 163.6 1.9 Boeckman-LB 54.92 0.000017 7300 625 0.55 13273 5.1 305000 2500 5.6 54468 0.538.5 162.7 0.9 USGS Gage, 1980 55.02 0.000021 7300 600 0.55 13273 2.4 305000 2500 5.6 54468 0.239.8 161.4 1.3 Corral Cr-LB 55.20 0.000026 7300 600 0.66 11061 2.9 305000 2500 5.6 54468 0.345.1 156.1 5.3 Champoeg Cr-RB 56.28 0.000039 7300 650 0.66 11061 11.8 305000 2500 5.6 54468 1.447.4 153.8 2.3 Spring Br-LB 56.80 0.000043 7290 600 0.66 11045 5.1 305000 2500 5.6 54468 0.650.8 150.4 3.4 Chehalem C, lower Is 57.62 0.000046 7290 600 1.50 4860 3.3 305000 2500 5.6 54468 0.952.4 148.8 1.6 Upper Ash Is 58.20 0.000069 7290 525 1.50 4860 1.6 305000 2500 5.6 54468 0.454.9 146.3 2.5 Yamhill R-LB 60.00 0.000136 7290 600 1.50 4860 2.4 305000 2500 5.6 54468 0.760.0 141.2 5.1 68.00 0.000297 7170 550 4.55 1576 1.6 285000 2000 8.4 34020 0.964.9 136.3 4.9 Low Lambert Sl 76.40 0.000325 7170 500 7.90 908 0.9 285000 2000 8.4 34020 0.970.9 130.3 6.0 Up Lmbert Sl-Grnd Is 89.50 0.000414 7170 600 7.90 908 1.1 285000 2000 8.4 34020 1.173.5 127.7 2.6 Spring Valley Cr-LB 95.30 0.000422 7170 650 4.50 1593 0.8 285000 2000 8.4 34020 0.579.6 121.6 6.1 Glenn Cr-LB 102.00 0.000208 7160 800 3.10 2310 2.9 285000 2000 8.4 34020 1.183.6 117.6 4.0 Mill Cr-RB 110.60 0.000407 7160 700 3.10 2310 1.9 285000 2000 8.4 34020 0.784.1 117.1 0.5 USGS Gage, 1910 111.40 0.000303 7060 800 2.60 2715 0.3 283000 2000 8.4 33856 0.186.0 115.2 1.9 Pettijohn Cr-RB 113.20 0.000179 7060 600 2.60 2715 1.1 283000 2000 8.4 33856 0.388.1 113.1 2.1 Rickreall Cr-LB 115.30 0.000189 7060 550 2.60 2715 1.2 283000 2000 8.4 33856 0.495.3 105.9 7.2 Ash Cr-LB 128.00 0.000334 7050 600 2.90 2431 3.6 281000 2000 8.3 33690 1.3101.3 99.9 6.0 Bashaw Cr-RB 140.20 0.000385 7050 600 2.90 2431 3.0 281000 2000 8.3 33690 1.1101.5 99.7 0.2 Sydney Ditch-RB 140.60 0.000400 7050 600 2.90 2431 0.1 281000 2000 8.3 33690 0.0107.5 93.7 6.0 Luckiamute R-LB 154.00 0.000422 7050 600 2.90 2431 3.0 281000 2000 8.3 33690 1.1108.0 93.2 0.5 L Santiam R -RB 155.30 0.000492 7010 500 3.15 2225 0.2 279000 2000 8.3 33525 0.1109.0 92.2 1.0 Santiam R-RB 157.40 0.000398 7010 400 2.40 2921 0.6 279000 2000 8.3 33525 0.2115.5 85.7 6.5 Fourth Lake-RB 169.20 0.000344 5160 450 1.65 3127 5.8 168000 2000 7.6 21970 1.2117.9 83.3 2.4 Cox & Periwinkle Crs 172.70 0.000276 5160 375 1.65 3127 2.1 168000 2000 7.6 21970 0.5119.3 81.9 1.4 USGS Gage, 1740 174.70 0.000271 5160 500 1.65 3127 1.2 168000 2000 7.6 21970 0.3
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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´
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
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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
Page 136 and 137: APPENDIX 5. EXAMPLE PRECIPITATION-R
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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