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 Albany (RM 119.5) to mouth—Continued96River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High1.2 12.00 0.60 45000 164.7 0.237 472371 87850333.4 12.00 0.60 45000 459.2 0.145 474320 125744477.0 11.34 0.60 34000 282.7 0.169 608987 1472549612.8 11.34 0.60 34000 282.7 0.169 490573 1186220618.5 11.34 0.60 34000 447.4 0.134 72040 199207220.2 11.34 0.60 34000 113.6 0.241 106558 195872421.1 11.34 0.60 34000 27.0 0.334 199440 256610724.8 11.34 0.60 34000 83.8 0.263 118673 200488425.4 10.35 0.66 14300 10.1 0.412 251130 238937926.5 10.35 0.66 14300 43.6 0.298 153533 226296026.6 10.35 0.60 14300 43.6 0.298 66 96628.4 11.60 0.66 9300 108.5 0.227 336738 651547729.0 11.60 0.66 9300 119.8 0.238 236333 420309135.7 9.60 0.67 9100 119.8 0.238 231496 411706337.6 9.60 0.67 9100 23.9 0.367 344629 365956838.5 9.60 0.67 9100 20.8 0.378 289080 294622439.8 9.60 0.67 9100 20.8 0.378 231978 236425445.1 9.60 0.67 9100 27.1 0.357 145501 160381347.4 9.60 0.67 9100 20.8 0.378 141875 144718050.8 9.60 0.67 9100 20.8 0.378 132998 135663652.4 9.60 0.67 9100 13.3 0.413 101126 90516454.9 9.60 0.67 9100 20.8 0.378 44550 45442960.0 5.86 0.69 0 25.0 0.348 21940 24210364.9 5.86 0.69 0 18.1 0.374 22084 22143670.9 5.86 0.69 0 33.5 0.325 14449 17353973.5 5.86 0.69 0 44.1 0.303 13054 17001479.6 5.86 0.69 0 89.3 0.247 21512 34469283.6 5.86 0.69 0 56.3 0.284 12560 17560384.1 5.86 0.69 0 88.8 0.248 14561 23369086.0 5.86 0.69 0 33.7 0.325 32790 39605188.1 5.86 0.69 0 25.0 0.349 33888 37461795.3 5.86 0.69 0 33.4 0.326 17586 210824101.3 5.86 0.69 0 33.4 0.326 15256 182887101.5 5.86 0.69 0 33.4 0.326 15256 182887107.5 5.86 0.69 0 33.4 0.326 13937 167072108.0 5.86 0.69 0 17.9 0.376 14236 141810109.0 5.86 0.69 0 8.3 0.437 22031 175299115.5 5.40 0.69 200 10.0 0.445 16675 115239117.9 5.40 0.69 200 5.1 0.502 24910 141146119.3 5.40 0.69 200 14.3 0.416 19071 145806
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDWillamette River from Jasper (RM 201.2) to Albany (RM 119.5)97River 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)119.5 81.7 0.2 Calapooia R-RB 175.20 0.000473 5160 450 2.55 2024 0.1 168000 2000 7.6 21970 0.0121.6 79.6 2.1 Low L Willamette R-R 180.00 0.000433 5130 400 3.50 1466 0.9 166000 2000 7.6 21791 0.4122.7 78.5 1.1 Bowers Sl-LB 182.20 0.000379 5110 350 3.50 1460 0.5 166000 2000 7.6 21791 0.2124.3 76.9 1.6 Up L Willamette R-RB 184.50 0.000272 5090 300 3.05 1669 0.8 166000 2000 8.7 19075 0.3127.2 74.0 2.9 Dead R 186.50 0.000131 5060 350 2.60 1946 1.6 166000 2000 8.7 19075 0.5130.8 70.4 3.6 Dixon Cr 190.80 0.000226 5030 400 2.60 1935 2.0 166000 2000 8.7 19075 0.6132.1 69.1 1.3 Marys R.-Mill Race 193.40 0.000379 5000 400 2.60 1923 0.7 166000 2000 8.7 19075 0.2132.6 68.6 0.5 Low East Ch-RB 194.60 0.000455 4960 500 2.60 1908 0.3 161000 1800 8.6 18682 0.1134.0 67.2 1.4 Low Booneville Ch-LB 200.00 0.000731 4940 300 3.00 1647 0.7 161000 1800 10.9 14762 0.2136.1 65.1 2.1 Up East Ch - RB 208.00 0.000722 4920 400 3.00 1640 1.0 161000 1800 10.9 14762 0.3140.2 61.0 4.1 Up Middle Ch-LB 221.00 0.000601 4890 300 3.00 1630 2.0 161000 1800 10.9 14762 0.6143.5 57.7 3.3 Up Hoacum Is 230.14 0.000525 4860 450 3.20 1519 1.5 161000 1800 8.6 18682 0.6144.5 56.7 1.0 Up Albany Ch-LB 234.20 0.000769 4860 350 3.20 1519 0.5 161000 1800 8.6 18682 0.2145.9 55.3 1.4 Long Tom R-LB 238.80 0.000622 4830 300 3.20 1509 0.6 161000 1800 8.6 18682 0.2147.4 53.8 1.5 Unnamed Sl-RB 243.00 0.000530 4780 350 3.20 1494 0.7 155000 1600 10.8 14402 0.2149.0 52.2 1.6 Up Old Long Tom Sl 248.00 0.000592 4750 300 3.20 1484 0.7 155000 1600 10.8 14402 0.2154.1 47.1 5.1 Ingram Sl-LB 263.50 0.000576 4720 350 3.20 1475 2.3 155000 1600 10.8 14402 0.7156.6 44.6 2.5 Morgan Isle Sl-LB 271.50 0.000606 4690 350 2.90 1617 1.3 155000 1600 10.8 14402 0.3157.8 43.4 1.2 Low unnamed Sl 277.00 0.000868 4690 300 2.90 1617 0.6 155000 1600 10.8 14402 0.2160.6 40.6 2.8 Up unnamed Sl-LB 291.20 0.000960 4660 450 2.90 1607 1.4 155000 1600 10.8 14402 0.4161.2 40.0 0.6 USGS Gage, 1660 293.00 0.000568 4640 350 2.80 1657 0.3 155000 1600 10.6 14686 0.1165.0 36.2 3.8 310.00 0.000847 4630 350 2.80 1654 2.0 155000 1600 10.6 14686 0.5171.8 29.4 6.8 McKenzie R-RB 340.00 0.000836 4630 500 2.80 1654 3.6 155000 1600 10.6 14686 0.9174.8 26.4 3.0 McKenzie R Alt Ch 358.00 0.001136 3000 450 2.20 1364 2.0 155000 1600 10.6 14686 0.4177.8 23.4 3.0 Dedrick Sl-RB 376.50 0.001168 2030 450 1.91 1063 2.3 65000 1000 8.2 7928 0.5184.2 17.0 6.4 “Q” St Floodway-RB 416.00 0.001169 2030 400 1.47 1381 6.4 65000 1000 8.2 7928 1.1187.0 14.2 2.8 Coast F Willamette-L 436.00 0.001353 2030 350 1.47 1381 2.8 65000 1000 10.4 6280 0.4187.9 13.3 0.9 Slough-LB 444.00 0.001684 1760 300 2.05 859 0.6 39000 700 8.6 4528 0.2188.7 12.5 0.8 Slough and drains -L 450.00 0.001420 1760 300 2.65 664 0.4 39000 700 8.6 4528 0.1189.4 11.8 0.7 Drain (RB) 456.00 0.001623 1760 120 2.65 664 0.4 39000 700 8.6 4528 0.1191.4 9.8 2.0 Sloughs and drains-L 480.00 0.002273 1760 150 2.65 664 1.1 39000 700 8.6 4528 0.3194.8 6.4 3.4 Wallace Cr-RB 515.00 0.001950 1760 225 2.65 664 1.9 39000 700 8.6 4528 0.6195.0 6.2 0.2 USGS Gage, 1520 519.00 0.003788 1760 215 2.65 664 0.1 39000 700 8.6 4528 0.0197.2 4.0 2.2 Rattlesn. & Hills Cr 540.00 0.001808 1760 300 2.65 664 1.2 39000 700 8.6 4528 0.4198.3 2.9 1.1 Fall Cr and dr-RB 555.00 0.002583 1760 250 2.65 664 0.6 39000 700 8.6 4528 0.2200.6 0.6 2.3 Lost Cr and Sl-LB 595.00 0.003294 1760 275 2.65 664 1.3 35000 700 8.3 4225 0.4201.2 0.0 0.6 USGS Gage,1500 604.00 0.002841 1760 200 2.65 664 0.3 35000 700 8.3 4225 0.1
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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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Page Intentionally Blank
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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
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
Page 82 and 83: Page Intentionally Blank
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
Page 154 and 155: APPENDIX 8. PROGRAMMING STEPS TO DE
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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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