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

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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—CONTINUED&s outname [substr %subbasin% 1 20]&s infoname [translate [substr %covname% 1 4]]/*&label subcheck&if [exists %hrupath%subbasins/%covname% -cover] and [exists %hrupath%calbasins/%covname% -cover] &then&do&label question&type Do you want to use the gsbasin or subbasin?&s answer [response ‘1 = gsbasin; 2 = subbasin; = quit: ‘]&if [null %answer%] &then &goto terminator&select %answer%&when 2&s hrupath [pathname %hrupath%subbasins/]&when 1&s hrupath [pathname %hrupath%calbasins/]&otherwise&do&type invalid answer&goto question&end&end&end&else &if [exists %hrupath%subbasins/%covname% -cover] &then &s hrupath [pathname%hrupath%subbasins/]&else &if [exists %hrupath%calbasins/%covname% -cover] &then &s hrupath [pathname%hrupath%calbasins/]&else&do&type invalid subbasin name&s covname [response ‘Please enter the name of the subbasin: ‘]&if [null %covname%] &then &goto terminator&goto subcheck&end/*&label cleancheck&if ^ [exists %latpath%%latname% -grid] &then&do&type lattice %latpath%%latname% doesn’t exist&goto terminator&end/*&if ^ [exists %hrupath%%covname% -clean] &then&do&type coverage %hrupath%%covname% needs to be cleaned first&goto terminator&end&else &goto start/*&label terminator&type terminating program gis.aml102
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—CONTINUED&type get a grip&return&end/*/*/*&label start/*&messages &off&type 1/*/* DELETE PREVIOUS FILES/*&if [exists elevstats -info] &then&s delete_status [delete elevstats -info]&if [exists geosoils -info] &then&s delete_status [delete geosoils -info]&if [exists landuse1 -info] &then&s delete_status [delete landuse1 -info]&if [exists landuse2 -info] &then&s delete_status [delete landuse2 -info]&if [exists misc1 -info] &then&s delete_status [delete misc1 -info]&if [exists misc2 -info] &then&s delete_status [delete misc2 -info]&if [exists slopestats -info] &then&s delete_status [delete slopestats -info]&if [exists tempstats -info] &then&s delete_status [delete tempstats -info]&if [exists %infoname%.stats -info] &then&s delete_status [delete %infoname%.stats -info]&if [exists slopegrid -grid] &thenkill slopegrid/*/* CALCULATE MEAN ELEVATIONS AND SLOPE USING GRID/*&type 2gridsetcell %latpath%%latname%slopegrid = slope(%latpath%%latname%, percentrise)slopestats = zonalstats(polygrid(%hrupath%%covname%, hru), slopegrid, #, data)elevstats = zonalstats(polygrid(%hrupath%%covname%, hru), %latpath%%latname%, #,data)quit/*/* SUM UP THE AREA FOR EACH HRU TYPE/*&type 3statistics %hrupath%%covname%.pat tempstats hrusum areaend103
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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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Page Intentionally Blank
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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´
Page 62 and 63: 44˚15´14166000122˚07´30´´Will
Page 64 and 65: 122˚15´ 122˚00´121˚52´30´´4
Page 66 and 67: 44˚52´30´´45´122˚15´ 122˚00
Page 68 and 69: observed flow at the Willamette Riv
Page 70 and 71: DAFLOW model, and peak amplitude is
Page 72 and 73: 20DYE CONCENTRATION, IN MICROGRAMS
Page 74 and 75: 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 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
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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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