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—CONTINUEDSANTIAM RIVER SEEPAGE MEASUREMENTS (RM 28.5-0.0), September 1–3, 1992NORTH SANTIAM RIVERLOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS444730 1224740 28.5 541.0 541.0 At Stayton bridge-154.0 Main Canal diversion13.5 Diversion inflow444535 1225114 23.5 353.0 414.5 -61.5 -61.5 Above Bear Branch0.1 Bear Branch-40.0 Sydney Ditch diversion444228 1225817 14.5 324.0 374.6 -50.6 10.9 At Greens Bridge444113 1230018 11.7 332.0 374.6 -42.6 8.0 At mouth of North Santiam118SOUTH SANTIAM RIVERLOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS443802 1235523 7.7 1124.0 1124.0 At S<strong>and</strong>erson Bridge12.4 Crabtree Creek444032 1225742 3.3 1005.0 1131.4 -126.4 -126.4 Above Thomas Creek1.3 Thomas Creek0.0 At mouth of South SantiamMAIN STEM SANTIAM RIVERLOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS444255 1230040 9.6 1480.0 1520.0 -40 129.0 Jefferson stream-gaging station (14189000)444415 1230307 6.0 1382.0 1520.0 -138 -98.0 At I-5 Bridge1.8 Morgan Creek444508 1230754 0.0 1504.0 1570.0 -66 72.0 At mouth of Santiam River
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 (NEWBERG POOL)(RM 55.0-28.0),November 10–12, 1992LOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS119445640 1230230 84.0 14000 13000 1000 At Salem (14191000)451348 1225944 55.0 15357 13935 1422 422 Above Yamhill River54.9 280 Yamhill River measurement451615 1225817 51.5 15930 14215 1715 293 At Ash Isl<strong>and</strong>451640 1225720 49.5 15980 14215 1765 50 Below Newberg Bridge451542 1225421 46.5 15949 14215 1734 -31 At Champoeg Park451547 1225038 43.0 15858 14215 1643 -91 At Butteville451715 1224748 40.0 15820 14215 1605 -38 Upstream of I-5 Bridge451803 1224428 37.0 15909 14215 1694 89 Above Molalla River35.7 578 Molalla River measurement451800 1224130 34.5 16450 14793 1657 -37 Above Canby Ferry451800 1223940 31.5 16386 14793 1593 -64 At New Era28.4 220 Tualatin River measurement452227 1223825 28.0 16348 15013 1335 -258 At West Linn above fallsPUDDING RIVER SEEPAGE MEASUREMENTS (RM 49.2-8.0), March 2–3, 1993LOCATION RIVER MEASURED ROUTED DIFFER- GAIN- REMARKSLAT LONG MILE DISCHARGE DISCHARGE ENCE LOSS49.5 108.0138.0 Silver Creek in Silverton3.2 Brush Creek180.0 Abiqua Creek450215 1225003 45.4 429.0 429.2 -0.2 -0.2 At Nusom Road bridge3.0 Two unnamed tributaries92.9 Little Pudding River off Rambler Dr.22.7 Zolner Creek on McKee Road3.0 Woodburn STP186.0 Butte Creek at Morriis Bridge3.0 Unnammed tributary188.0 Rock Creek on Meridian Road451400 1224456 8.2 943.0 927.8 15.2 15.4 Aurora stream-gaging station (14202000)84.0 Mill Creek in Aurora2420.0 Molalla River in Canby
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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
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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
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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 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 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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