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—CONTINUEDJohnson Creek from Sycamore (RM 10.2) 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 10.2 Mouth 3.360.7 9.5 0.7 Gage 14211550 20.00 0.004502 15.0 30 1.40 10.8 0.7 4300 70 9.6 450 0.11.3 8.9 0.6 Crystal Springs 40.00 0.006313 15.0 25 1.40 10.8 0.6 4300 70 9.6 450 0.12.9 7.3 1.6 Pepco RR Bridge 95.00 0.006510 2.0 25 0.63 3.2 3.7 4200 64 8.5 492 0.35.5 4.7 2.6 Hwy 213 Bridge (82nd 185.00 0.006556 1.9 20 0.57 3.4 6.7 4150 54 7.7 537 0.56.2 4.0 0.7 I 205 Bridge 195.00 0.002706 1.9 20 0.52 3.7 2.0 4100 54 7.0 582 0.17.0 3.2 0.8 Beggars Tick Marsh 202.00 0.001657 1.8 20 0.41 4.4 2.9 4100 53 5.6 727 0.27.6 2.6 0.6 LB Trib. (112th St.) 205.00 0.000947 1.6 15 0.44 3.7 2.0 3970 44 6.2 638 0.19.2 1.0 1.6 LB Trib. (Deardorff 224.00 0.002249 1.4 15 0.42 3.4 5.6 3770 44 6.1 617 0.410.2 0.0 1.0 Gage 14211500 229.00 0.000947 1.2 15 0.40 3.0 3.7 3570 44 6.0 595 0.278River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High0.7 1.90 0.64 6 12.1 0.210 78 68111.3 1.90 0.64 4 13.8 0.210 49 42592.9 3.00 0.64 28 9.4 0.180 14 76445.5 2.20 0.62 13 13.1 0.200 10 45666.2 2.20 0.62 4 17.6 0.260 17 49517.0 3.00 0.62 9 15.0 0.180 33 184507.6 3.00 0.62 17 16.2 0.180 48 291169.2 4.00 0.60 26 18.2 0.260 16 541210.2 4.10 0.60 12 15.7 0.200 39 23381
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDLong Tom River from Alvadore (25.5) to mouth79River 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 25.5 Mouth (upstream mouth 238.800.6 24.9 0.6 Junction w ds mouth 242.00 0.001010 39 180 0.11 343 7.7 13000 235 5.7 2272 0.22.8 22.7 2.2 Slough 252.00 0.000861 39 200 0.09 434 35.9 13000 211 6.6 1957 0.53.3 22.2 0.5 Oliver Slough (RB) 254.00 0.000758 39 100 0.07 528 9.9 13000 194 7.2 1798 0.14.7 20.8 1.4 Gage 14170000 258.00 0.000541 39 80 0.06 622 32.8 13000 177 7.9 1638 0.36.2 19.3 1.5 Lake RB 260.00 0.000253 39 80 0.05 720 40.6 13000 166 8.1 1614 0.36.5 19.0 0.3 Base of Dam 261.00 0.000631 39 80 0.06 622 7.0 13000 166 7.9 1638 0.16.6 18.9 0.1 Dam 265.00 0.007576 39 100 0.91 43 0.2 13000 174 6.6 1972 0.06.8 18.7 0.2 Gage 14170000 265.50 0.000473 40 100 0.06 720 5.3 13000 173 8.1 1614 0.09.4 16.1 2.6 Base of Dam 276.00 0.000765 40 90 0.06 720 68.6 13000 173 8.1 1614 0.59.5 16.0 0.1 Dam 280.00 0.007576 40 150 0.92 43 0.2 13000 174 6.6 1972 0.011.9 13.6 2.4 Ferguson Creek LB 282.00 0.000158 40 90 0.06 720 63.4 13000 166 8.1 1614 0.412.0 13.5 0.1 Base of Dam 282.10 0.000189 39 90 0.05 720 2.7 13000 166 8.1 1614 0.012.1 13.4 0.1 Dam 300.00 0.033902 40 120 0.92 43 0.2 13000 164 6.6 1972 0.012.3 13.2 0.2 Drain outlet (RB) 300.50 0.000473 40 100 0.06 720 5.3 13000 159 8.1 1614 0.013.3 12.2 1.0 Ferguson Cr Alt (LB) 302.50 0.000379 39 90 0.06 620 23.3 11600 159 7.9 1467 0.213.6 11.9 0.3 Amazon Creek RB 303.00 0.000316 38 120 0.07 521 6.0 11300 151 8.1 1399 0.113.9 11.6 0.3 Bear Creek LB 304.00 0.000631 37 90 0.09 422 5.0 11000 152 8.3 1330 0.117.0 8.5 3.1 311.00 0.000428 36 60 0.11 323 40.8 10400 146 8.1 1286 0.620.1 5.4 3.1 Base of Dam 320.00 0.000550 36 60 0.89 40 5.1 10400 144 6.1 1702 0.720.2 5.3 0.1 Dam 321.00 0.001894 36 100 0.89 40 0.2 10400 144 6.1 1702 0.020.3 5.2 0.1 Coyote Creek RB 321.20 0.000379 36 60 0.05 719 2.9 10400 132 7.0 1488 0.020.4 5.1 0.1 Base of Dam 321.40 0.000379 35 60 0.05 718 3.0 9800 132 6.7 1458 0.020.5 5.0 0.1 Dam 324.00 0.004924 35 100 0.88 40 0.2 9800 131 6.0 1637 0.020.8 4.7 0.3 Base of Dam 324.80 0.000505 36 70 0.05 719 8.8 9800 132 6.7 1458 0.120.9 4.6 0.1 Dam 326.00 0.002273 36 90 0.89 40 0.2 9800 131 6.0 1637 0.022.5 3.0 1.6 Gage 14169000 330.00 0.000473 37 90 0.05 719 45.6 9800 125 6.7 1458 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
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
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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
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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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