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

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APPENDIX 10. DIRECTORY TREE AND DESCRIPTION OF DIRECTORY CONTENTS FOR DIRECTORIES USEDIN MODELING—CONTINUED/will_models/basins/wdmfile/READ.ME-dir/network.directory (cont.)Yamhill river networksubbasin or flow node DSN climate-DSN # of HRUswhiteson flow (14194000) b1g1 10710 - -yam_b1g3 basin b1g3 10002 30 7nf_yamhill basins b1g4 10004 23,30 7yam_b1g5 basin b1g5 10006 30 6lo_yamhill basin b1g7 10008 30 2palmer basin b1g7 10010 30 3simulated basin sum b1g9 10050 - -Santiam river networksubbasin or flow node DSN climate-DSN # of HRUsMehama flow (14183000) b1g1 3720 - -salem wp (45 cfs) b1g3 3725 - -lo_nsantiam b1g4 3110 42 8salem ditch (200 cfs) b1g5 3730 - -Waterloo flow (14187500) b2g1 4720 - -hamilton b2g2 4010 42, 44 6lebanon ditch (30 cfs) b2g3 4725 - -albany ditch (40 cfs) b2g4 4730 - -onehorse b2g5 4015 42, 44 6lo_ssantiam b2g6 4020 42, 44 6crabtree b2g7 4025 42, 44 15thomas b2g8 4030 42, 44 15nsantiam b3g3 3115 42 10******************************************************************************/will_models/geom/READMEThis directory contains geometry information from reaches of streams on themain stem of the Willamette Rive and major tributaries.*.tTactician spreadsheet files*.dataASCII files from spreadsheet*.prtPrint files from spreadsheet******************************************************************************166
APPENDIX 10. DIRECTORY TREE AND DESCRIPTION OF DIRECTORY CONTENTS FOR DIRECTORIES USEDIN MODELING—CONTINUED/will_models/networks/READMEflow.*Initial FLOW.IN files created from geom data.All river network directories contain the following files:14cardsSolar radiation data for PRMS.36-38cards.*, and c36.*, c37.*,and c38.*Type 36-38 card data for PRMS from AML program.*.g1Complete input file for PRMS simulation to define flow atappropriate grid locations in DAFLOW.FLOW.INInput file for DAFLOW model (streamflow routing).******************************************************************************/will_models/report/READMEThis directory contains text, tables, and figures used in the study reportwritten primarily by John Risley and modified in this directory. Refer toREADME files in the text, figures, and tables directories for the filesused in this directory that were actually used in the final text.******************************************************************************/will_models/seep/READMEThis directory contains schedules, tactician spreadsheets, and g2 graphsused in the seepage (gain-loss) investigations.******************************************************************************/will_models/networks/slides/README*.cdrCoralDraw files that create slides for various presentations.gdansk is for the Polish-USA meetingpm if for a presentation to the Willamette Task Forceslide is for a presentation to headquarters******************************************************************************/will_models/stats/sediment/READMEThis directory contains primarily g2 graphs and supporting files used inthe sediment transport study. Some g2 files are used in the fact sheetreport and the first draft of the report is located here.167
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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
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WILL.WDMData-base fileSWSTATSFreque
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Jobson, H.E., 1980, Comment on A ne
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APPENDIX 1. STREAM GEOMETRY FOR MAI
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APPENDIX 2. ARC MACRO LANGUAGE (AML
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APPENDIX 3. DEFINITIONS OF PARAMETE
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APPENDIX 3. DEFINITIONS OF PARAMETE
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Page 138 and 139: APPENDIX 6. DIFFUSION ANALOGY FLOW
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Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
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Page 202 and 203: APPENDIX 14. INPUT FILES FOR BRANCH
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