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

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APPENDIX 11. DIRECTORY TREES AND DESCRIPTION OF DIRECTORY CONTENTS FOR DIRECTORIES USEDIN GEOGRAPHIC INFORMATION SYSTEM WORK—CONTINUED/deqbasin/final/DIR.TREEFiles:README (refer to this file to determine maps, coverages, and files in eachbasin directory)Coverages:prec_poly (precipitation coverage used to determine mean annual precipfor each basin or subbasin)Directories:albanyaleugenecalapooiacfwillametteclackamasinfolongtomluckiamutemarysmckenziemfwillamettemillmolallansantiamporsalemportlandRickreallsalemssantiamtualatinwillametteyamhill/deqbasin/final/READMEThis directory was made to contain all of the necessary information torun the AML created by Jim Wilkinson that produces the c36, c37, and c38card files. Each basin directory is basically the same containing thefollowing:subbasins - a directory of originally chosen subbasins and subbasinssetup for network calibration which include HRU values.calbasins - a directory of calibration basins that include HRU valuesand may or may not be the same as the original subbasins.(some calbasins are a combination of two or more subbasins)basin_hru - the original arc coverage of the basin which includes allof the HRU values for the entire basin.172
APPENDIX 11. DIRECTORY TREES AND DESCRIPTION OF DIRECTORY CONTENTS FOR DIRECTORIES USEDIN GEOGRAPHIC INFORMATION SYSTEM WORK—CONTINUEDbasin_lat - an arc lattice coverage of the entire basin with elevationdata. (note: basin_grid is a backup coverage with grids andlattices being identical)network-basin_lat - a lattice coverage for a specific subbasin when theentire area was not contained in one basin. (Whichjust occurs in the porsalem and aleugene basins)The individual subbasin and calbasin coverages were created by combining thebasin_hru coverages and one of the basin_sub, _cal, or _net coverages in thegis_work directory. This was accomplished by using the basic steps whichfollow, and steps 2-5 can be used in the future if more changes are required.1. The GIS Unit’s coverage basins.utm was CLIPPED by each basin outlineto take advantage of any subbasins that may have already been digitized.2. New arcs were delineated on 15 or 7 1/2 minute Drainage Area Maps and thenthe new arcs were digitized into the coverages. Each basin_sub was thenCLEANED and BUILT to eliminate any small sliver polygons.3. ADDITEM was used to give all subbasin polygons an attribute called“sub-id” which uniquely identifies each subbasin.4. The SPLIT command was then used to “cookie-cut” the basin_hru coverageinto the separate smaller subbasins. It was used with the followinggeneral format:SPLIT basin_hru basin_sub(or _cal, or _net) sub-id poly 105. The small (less than 5% usually) sliver polygons were then edited outof the new subbasin coverages, and these final subbasins were then CLEANED,BUILT and saved in the /deqbasin/final directory.173
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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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APPENDIX 4. MEASUREMENTS USED TO DE
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Page 132 and 133: 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
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Page 160 and 161: 150Climatemaxtempmintempprecipitati
Page 162 and 163: APPENDIX 10. DIRECTORY TREE AND DES
Page 180 and 181: APPENDIX 11. DIRECTORY TREES AND DE
Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
Page 196 and 197: APPENDIX 13. PROGRAMMING STEPS FOR
Page 202 and 203: APPENDIX 14. INPUT FILES FOR BRANCH
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