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

More documents

Recommendations

Info

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/*/* ASSIGN GENERIC ASPECT FOR FLAT AREAS/*&type 4&select %basin%&when albany&s degree 348&when aleugene&s degree 350&when calapooia&s degree 325&when cfwillamette&s degree 350&when clackamas&s degree 310&when longtom&s degree 15&when luckiamute&s degree 90&when marys&s degree 60&when mckenzie&s degree 265&when mill&s degree 275&when molalla&s degree 340&when nsantiam&s degree 270&when portl<strong>and</strong>&s degree 335&when porsalem&s degree 40&when rickreal&s degree 85&when salem&s degree 348&when ssantiam&s degree 295&when tualatin&s degree 130&when yamhill&s degree 70&when mfwillamette&s degree 300&o<strong>the</strong>rwise&s degree 270&end/*/* COMPILE THE DATA INTO A SINGLE INFO FILE, EXTRACT DATA/* FROM RELATED TABLES, AND OUTPUT C36, C37, AND C38 FILES104
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 5additem elevstats elevstats hru 4 4 iadditem slopestats slopestats hru 4 4 ipullitems tempstats %infoname%.statshruendadditem %infoname%.stats %infoname%.stats acres 8 8 iadditem %infoname%.stats %infoname%.stats meanelev 6 6 iadditem %infoname%.stats %infoname%.stats slope 4 4 f 3additem %infoname%.stats %infoname%.stats aspect 3 3 iadditem %infoname%.stats %infoname%.stats geo 4 4 iadditem %infoname%.stats %infoname%.stats lu 4 4 iadditem %infoname%.stats %infoname%.stats iru 2 2 i&type 6&workspace info&data infoARCCA $NM = 1SEL ELEVSTATSCA HRU = VALUESORT HRUSEL SLOPESTATSCA HRU = VALUESORT HRUSEL TEMPSTATSRES HRU = 0PURGEYRED2,SLASP,1,1,I[unquote ‘’]SORT HRUSEL %infoname%.STATSRES HRU = 0PURGEYSORT HRURED1,L1,1,1,I2,L2,1,1,I3,G1,2,2,I[unquote ‘’]CA IRU $RECNOCA GEO = G1CA LU = L1 * 1000RES LU = 4000RES L2 GT 0 AND L2 LT 3CA LU = LU + L2 * 100ASERELATE TEMPSTATS HRU ORDERED105
Page 1:
Precipitation-Runoff and Streamflow
Page 4 and 5:
U.S. DEPARTMENT OF THE INTERIORBRUC
Page 6 and 7:
Determining Travel Time and Dilutio
Page 8 and 9:
2. Stream-gaging stations used to c
Page 10 and 11:
Page Intentionally Blank
Page 12 and 13:
network-routing models where availa
Page 14 and 15:
made on the main stem at base-flow
Page 16 and 17:
Figure 1. Willamette River Basin, O
Page 18 and 19:
EvapotranspirationINPUTSAirtemperat
Page 20 and 21:
Table 1. Climate stations used to c
Page 22 and 23:
Table 2. Stream-gaging stations use
Page 24 and 25:
Figure 4. Mean annual precipitation
Page 26 and 27:
Major Land Use MapHydrologic Soil G
Page 28 and 29:
0.5 mi 2 , created in the merge of
Page 30 and 31:
Table 6. Geology and soils matrix o
Page 32 and 33:
tion value of the HRU class by the
Page 34 and 35:
Table 8. Selected monthly basinwide
Page 36 and 37:
Figure 9. Location of Precipitation
Page 38 and 39:
Table 11. Statistical analyses of P
Page 40 and 41:
flow can become a significant compo
Page 42 and 43:
diffusion at selected grid interval
Page 44 and 45:
samples were collected at various d
Page 46 and 47:
3,0002,500June 21-30, 1993September
Page 48 and 49:
stream network is shown on figure 1
Page 50 and 51:
122˚30´ 15´122˚00´121˚45´Roc
Page 52 and 53:
123˚22´30´´ 123˚15´ 123˚00´
Page 54 and 55:
123˚00´´ 45´30´122˚15´45˚15
Page 56 and 57:
YamhillRiver123˚45´ 30´ 15´123
Page 58 and 59:
123˚07´30´´ 123˚00´ 45´ 30´
Page 60 and 61:
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
Page 82 and 83: Page Intentionally Blank
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
Page 162 and 163: APPENDIX 10. DIRECTORY TREE AND DES
Page 164 and 165:
APPENDIX 10. DIRECTORY TREE AND DES
Page 166 and 167:
Page 168 and 169:
Page 170 and 171:
Page 172 and 173:
Page 174 and 175:
Page 176 and 177:
Page 178 and 179:
Page 180 and 181:
APPENDIX 11. DIRECTORY TREES AND DE
Page 182 and 183:
APPENDIX 11. DIRECTORY TREES AND DE
Page 184 and 185:
APPENDIX 12. DIRECTORY FOR will.wdm
Page 186 and 187:
Page 188 and 189:
Page 190 and 191:
Page 192 and 193:
Page 194 and 195:
Page 196 and 197:
APPENDIX 13. PROGRAMMING STEPS FOR
Page 198 and 199:
Page 200 and 201:
Page 202 and 203:
APPENDIX 14. INPUT FILES FOR BRANCH
Page 204 and 205:
Page 206 and 207:
show all

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

Create successful ePaper yourself

Delete template?

Save as template?