APPENDIX 2. ARC MACRO LANGUAGE (AML) PROGRAM USED TO CONVERT HYDROLOGIC RESPONSE UNIT(HRU) COVERAGE AND OTHER SPATIAL COVERAGE INFORMATION TO PRECIPITATION-RUNOFF MODELINGSYSTEM (PRMS) PARAMETER VALUES—CONTINUEDCA ACRES = $1SUM-AREA * .0002471RES $1SLASP = 0CA ASPECT = %degree%ASERES $1SLASP = 3CA ASPECT = %degree%ASERES $1SLASP GE 6CA ASPECT = ( $1SLASP - 6 ) * 90ASERELATE SLOPESTATS HRU ORDEREDCA SLOPE = $1MEAN / 100RELATE ELEVSTATS HRU ORDEREDCA MEANELEV = $1MEAN * 3.281DEFINE GEOSOILSREC,80,80,CGEO,4,4,ISEP,4,4,F,3SMAV,4,4,F,2SMAX,4,4,F,2RECHR,4,4,F,2REMX,4,4,F,2ISOIL,1,1,I[unquote ‘’]RED5,RGEO,4,4,I15,RSEP,4,4,N,325,RSMAV,4,4,N,235,RSMAX,4,4,N,245,RRECHR,4,4,N,255,RREMX,4,4,N,265,RISOIL,1,1,I[unquote ‘’]ADD FROM %tablepath%geosoils.tabRES RGEO LT 1 OR RGEO GT 100PURGEYCA GEO = RGEOCA SEP = RSEPCA SMAV = RSMAVCA SMAX = RSMAXCA RECHR = RRECHRCA REMX = RREMXCA ISOIL = RISOILDEFINE LANDUSE1REC,80,80,CLU,4,4,IIMPERV,4,4,F,3ICOV,1,1,ICOVDNS,4,4,F,2COVDNW,4,4,F,2106
APPENDIX 2. ARC MACRO LANGUAGE (AML) PROGRAM USED TO CONVERT HYDROLOGIC RESPONSE UNIT(HRU) COVERAGE AND OTHER SPATIAL COVERAGE INFORMATION TO PRECIPITATION-RUNOFF MODELINGSYSTEM (PRMS) PARAMETER VALUES—CONTINUEDSNST,4,4,F,2RNSTS,4,4,F,2RNSTW,4,4,F,2[unquote ‘’]RED5,RLU,4,4,I15,RIMPERV,4,4,N,325,RICOV,1,1,I35,RCOVDNS,4,4,N,245,RCOVDNW,4,4,N,255,RSNST,4,4,N,265,RRNSTS,4,4,N,275,RRNSTW,4,4,N,2[unquote ‘’]ADD FROM %tablepath%l<strong>and</strong>use1.tabRES RLU LT 1000 OR RLU GT 5000PURGEYCA LU = RLUCA IMPERV = RIMPERVCA ICOV = RICOVCA COVDNS = RCOVDNSCA COVDNW = RCOVDNWCA SNST = RSNSTCA RNSTS = RRNSTSCA RNSTW = RRNSTWDEFINE LANDUSE2REC,80,80,CLU,4,4,IITST,1,1,IITND,2,2,ITST,1,1,ISCX,4,4,F,3RETIP,4,4,F,3SCN,4,5,F,4SC1,4,4,F,2[unquote ‘’]RED5,RLU,4,4,I15,RITST,1,1,I25,RITND,2,2,I35,RTST,1,1,I45,RSCX,4,4,N,355,RRETIP,4,4,N,365,RSCN,5,5,N,475,RSC1,4,4,N,2[unquote ‘’]ADD FROM %tablepath%l<strong>and</strong>use2.tabRES RLU LT 1000 OR RLU GT 5000PURGEY107
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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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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 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 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 12. DIRECTORY FOR will.wdm
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APPENDIX 12. DIRECTORY FOR will.wdm
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APPENDIX 12. DIRECTORY FOR will.wdm
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APPENDIX 12. DIRECTORY FOR will.wdm
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APPENDIX 12. DIRECTORY FOR will.wdm
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APPENDIX 13. PROGRAMMING STEPS FOR
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APPENDIX 13. PROGRAMMING STEPS FOR
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APPENDIX 13. PROGRAMMING STEPS FOR
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APPENDIX 14. INPUT FILES FOR BRANCH
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APPENDIX 14. INPUT FILES FOR BRANCH
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APPENDIX 14. INPUT FILES FOR BRANCH