Precipitation-Runoff and Streamflow-Routing Models for the ...

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APPENDIX 4. MEASUREMENTS USED TO DEFINE GAINS AND LOSSES IN THE MAIN-STEM WILLAMETTE RIVER, SANTIAM RIVER, MCKENZIE RIVER, ANDPUDDING RIVER, OREGON—CONTINUEDWILLAMETTE RIVER SEEPAGE MEASUREMENTS (RM 195.0-55.0)—August, 17-28, 1992—ContinuedLOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS116441614 1231021 161.0 3770.0 3626.6 143 -33 Harrisburg stream gage (14166000)0.3 Harrisburg STP0.8 Slough0.8 Flat Creek-1.8 Irrigation pumping (11.2 mi)442217 1231341 149.8 3640.0 3798.7 -159 -302 At Bundy Road-31.8 Long Tom diversion58.0 Long Tom return-3.0 James River Plant0.6 Unnamed slough-2.6 Albany Channel diversion-5.4 Irrigation pumping (8.1 mi)442729 1231240 141.7 3580.0 3613.5 -33 125 At Peoria0.0 Clark Slough inflow-10.6 Middle Channel outflow2.4 Booneville Channel inflow-1.2 Irrigation pumping (7.3 mi)443156 1231457 134.4 3700.0 3658.1 42 75 Above Willamette Park - Corvallis-12.7 Corvallis WTP24.8 East Channel-2.0 Evanrite6.5 Marys River11.3 Dixon Creek (Corvallis STP)0.2 Adair STP-5.0 Irrigation pumping (14.3 mi)443825 1230718 120.1 4206.0 4058.2 148 106 At Highway 20 - Albany49.1 Calapooia River-0.7 Irrigation pumping (0.2 mi)443825 1230718 119.3 4220.0 4106.4 114 -34 Albany stream-gaging station (14174000)0.1 Periwinkle Creek6.8 Albany STP-6.0 Willamette Ind., Telledyne Wah Chang4.3 Fourth Lake outlet-11.0 Irrigation pumping (10.9 mi)
APPENDIX 4. MEASUREMENTS USED TO DEFINE GAINS AND LOSSES IN THE MAIN-STEM WILLAMETTE RIVER, SANTIAM RIVER, MCKENZIE RIVER, ANDPUDDING RIVER, OREGON—CONTINUEDWILLAMETTE RIVER SEEPAGE MEASUREMENTS (RM 195.0-55.0), August 17-28, 1992—ContinuedLOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS117444453 1230823 108.4 4009.0 3922.8 86 -27 Above Santiam River confluence1504.0 Santiam River14.5 Luckiamute River11.8 Rock Creek10.0 Sydney Ditch inflow1.5 Independence/Monmouth STP-7.8 Irrigation pumping (14.2 mi)443146 1230948 94.2 5524.0 5487.8 36 -50 Near Walker Road0.0 Ash Creek0.1 Rickreall Creek89.0 Mill Race (from Santiam River)-17.7 Irrigation pumping (10.2 mi)445640 1230230 84.0 5680.0 5566.2 114 78 Salem stream-gaging station (14191000)49.3 Mill Creek41.0 Salem STP-0.5 Irrigation pumping (12.3 mi)450526 1230239 71.7 5547.0 5643.0 -96 -210 At Wheatl<strong>and</strong> Ferry-6.2 Irrigation pumping (10.4 mi)451114 1230102 61.3 5547.0 5640.8 -94 2 At St. Paul-3.8 Irrigation pumping (6.3 mi)451342 1225944 55.0 5358.0 5656.0 -298 -204 Above Yamhill River confluenceMCKENZIE RIVER SEEPAGE MEASUREMENTS (RM 47.0-7.0), August 17-28, 1992LOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS440730 1222810 47.0 1684.0 1684.0 Vida stream-gaging station (14162500)20.0 Gate Creek at Vida-300.0 EWEB filling reservoirs25.0 Mohawk River-86.0 Haden Bridge WTP-6.0 Diversions thru Springfield to Willamette-1.0 Lateral (Mill Slough)440643 1230239 7.0 1220.0 1336.0 -116 -116 Below Armitage Park
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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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123˚07´30´´ 123˚00´ 45´ 30´
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123˚07´30´´ 123˚00´ 45´ 30´
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44˚15´14166000122˚07´30´´Will
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122˚15´ 122˚00´121˚52´30´´4
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44˚52´30´´45´122˚15´ 122˚00
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observed flow at the Willamette Riv
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DAFLOW model, and peak amplitude is
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20DYE CONCENTRATION, IN MICROGRAMS
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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 128 and 129: 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 160 and 161: 150Climatemaxtempmintempprecipitati
Page 162 and 163: APPENDIX 10. DIRECTORY TREE AND DES
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APPENDIX 10. DIRECTORY TREE AND DES
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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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