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—CONTINUEDLong Tom River from Alvadore (25.5) to mouth—Continued80River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High0.6 3.80 0.66 300 20.0 0.260 372 274092.8 3.00 0.66 400 18.0 0.260 485 357333.3 2.50 0.66 500 20.0 0.240 534 441684.7 2.00 0.66 600 22.0 0.220 732 679406.2 1.76 0.66 700 25.0 0.200 1484 1548396.5 2.00 0.66 600 25.0 0.200 594 619366.6 3.80 0.66 0 14.8 0.260 67 49396.8 1.76 0.66 700 130.0 0.030 291 794789.4 1.76 0.66 700 130.0 0.030 180 492019.5 3.80 0.66 0 14.8 0.260 68 493911.9 1.76 0.66 700 125.0 0.030 908 24797112.0 1.76 0.66 700 125.0 0.030 738 20664212.1 3.80 0.66 0 14.0 0.260 16 116712.3 1.76 0.66 700 120.0 0.030 315 8610113.3 1.80 0.66 600 120.0 0.030 384 9636413.6 1.90 0.66 500 95.0 0.050 528 11815613.9 2.00 0.66 400 60.0 0.100 340 5725717.0 2.20 0.66 300 23.0 0.200 894 8313220.1 3.80 0.66 0 13.0 0.260 992 6567320.2 3.80 0.66 0 13.0 0.260 288 1906620.3 1.76 0.66 700 100.0 0.030 427 10401520.4 1.76 0.66 700 100.0 0.030 415 9818920.5 3.80 0.66 0 12.0 0.260 118 760320.8 1.76 0.66 700 100.0 0.030 320 7364220.9 3.80 0.66 0 12.0 0.260 260 1647222.5 1.76 0.66 700 95.0 0.030 369 82686
APPENDIX 1. STREAM GEOMETRY FOR MAIN STEM AND MAJOR TRIBUTARIES OF THE WILLAMETTE RIVER, OREGON, AT SELECTEDINTERVALS—CONTINUEDLuckiamute River from Suver (RM 13.5) 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 13.5 Mouth 154.002.0 11.5 2.0 Soap Creek - RB 156.20 0.000208 20 70 0.40 50 7.3 35000 300 5.8 6057 0.57.4 6.1 5.4 Davidson Creek LB 165.00 0.000309 20 60 0.30 67 26.4 35000 300 5.8 6057 1.413.5 0.0 6.1 Gage 14190500 172.60 0.000236 20 60 0.30 67 29.8 35000 300 5.8 6057 1.5River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High2.0 6.02 0.66 50 21.0 0.260 1049 2633927.4 6.02 0.66 50 21.0 0.260 708 17778913.5 6.02 0.66 50 21.0 0.260 926 232547Marys River from Philomath (RM 9.4) to mouth81River 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 11.8 Mouth 193.401.1 10.7 1.1 Oak Creek - LB 198.00 0.000792 18 100 0.13 140 12.6 25000 557 5.1 4895 0.31.3 10.5 0.2 Squaw Creek-LB 199.00 0.000947 17 100 0.12 139 2.4 24000 551 5.0 4768 0.11.8 10.0 0.5 Slough-LB 200.00 0.000379 17 125 0.12 139 6.0 23000 545 5.0 4638 0.12.5 9.3 0.7 Mill Race-RB distrb. 202.00 0.000541 17 100 0.12 139 8.4 23000 545 5.0 4638 0.22.7 9.1 0.2 Head of isl<strong>and</strong> 203.00 0.000947 18 100 0.13 140 2.3 23000 545 5.0 4638 0.15.6 6.2 2.9 Muddy Cr-Rb 212.00 0.000588 18 100 0.13 140 33.2 23000 545 5.0 4638 0.99.4 2.4 3.8 Gage 14171000 228.00 0.000797 15 80 0.11 136 50.5 14500 483 4.2 3447 1.311.8 0.0 2.4 Covered Bridge 242.00 0.001105 15 80 0.11 136 31.9 14500 483 4.2 3447 0.8River DAFLOW Parameter Values DiffusionMile Area Width CoefficientA1 A2 A0 W1 W2 Low High1.1 6.00 0.66 100 40.0 0.260 134 283571.3 6.00 0.66 100 40.0 0.260 107 230111.8 6.00 0.66 100 40.0 0.260 269 557432.5 6.00 0.66 100 40.0 0.260 188 390202.7 6.00 0.66 100 40.0 0.260 112 222975.6 6.00 0.66 100 40.0 0.260 181 359239.4 6.00 0.66 100 40.0 0.260 116 1882011.8 6.00 0.66 100 40.0 0.260 84 13584
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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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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
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Page 56 and 57: YamhillRiver123˚45´ 30´ 15´123
Page 58 and 59: 123˚07´30´´ 123˚00´ 45´ 30´
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Page 62 and 63: 44˚15´14166000122˚07´30´´Will
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Page 68 and 69: observed flow at the Willamette Riv
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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
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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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