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

More documents

Recommendations

Info

APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONSClackamas River Network (RM 23.1 to 4.8)No. of Branches 1 * 7 2/will_models/basins/wdmfile/will.wdmInternal Junctions 0 *Time Steps Modeled 2557 1971 10 01 00 00 00Model Starts0 time steps after midnight.Output Given Every1 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.00 Hours.Peak Discharge 62000. *Branch 1 has 9 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 0.000 0 2360. 3.60 0.640 320.0 0.290E+05 26.0 0.2502 6.400 0 2360. 4.30 0.660 0.0 0.326E+05 38.0 0.2403 11.00 0 2360. 4.30 0.660 0.0 0.326E+05 38.0 0.2404 11.10 0 2360. 6.20 0.660 0.0 0.307E+05 41.0 0.2305 15.10 0 2360. 6.20 0.660 0.0 0.307E+05 41.0 0.2306 16.70 0 2360. 5.90 0.640 0.0 0.740E+05 45.0 0.2207 18.30 0 2360. 5.90 0.640 0.0 0.512E+05 45.0 0.2208 23.10 0 2360. 4.70 0.640 180.0 0.122E+06 49.0 0.2009 24.00 0Branch 001Grid 001DSN 1710Branch 001Grid 002DSN 1102Branch 001Grid 003DSN 1104Branch 001Grid 004DSN 1106Branch 001Grid 005DSN 1108Branch 001Grid 006DSN 1110Branch 001Grid 007DSN 1112Branch 001Grid 002DSN 1150Branch 001Grid 009DSN 1120Johnson Creek Network (RM 10.2 to 0.7)No. of Branches 1 * 4 2/will_models/basins/wdmfile/will.wdmInternal Junctions 0 *Time Steps Modeled 1219 * 1989 05 01 00 00 00Model Starts0 * time steps after midnight.Output Given Every1 * Time Steps in FLOW.OUT.0=Metric,1=English1 * English unitsTime Step Size24.000 Hours.Peak Discharge 1000. *Branch 1 has 11 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 0.0000E+00 0 2.300 4.10 0.600 6.0 0.432E+05 15.7 0.2002 1.000 1 2.300 4.00 0.600 4.0 0.190E+05 18.2 0.2603 2.600 0 2.300 3.00 0.620 28.0 0.472E+05 16.2 0.1804 3.200 0 2.300 3.00 0.620 13.0 0.233E+05 15.0 0.1805 4.000 0 2.300 2.20 0.620 4.0 0.141E+05 17.6 0.260128
APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDJohnson Creek Network (RM 10.2 to 0.7)—Continued6 4.700 0 2.300 2.20 0.620 9.0 0.589E+04 13.1 0.2007 7.300 0 2.300 3.00 0.640 17.0 0.503E+04 9.4 0.1808 8.900 0 2.300 1.90 0.640 26.0 0.486E+04 13.8 0.2109 9.500 0 2.300 1.90 0.640 12.0 0.681E+04 12.1 0.21010 10.20 0 2.300 1.90 0.640 12.0 0.681E+04 12.1 0.21011 11.00 1Branch 001Grid 001DSN15730Branch 001Grid 006DSN15002Branch 001Grid 008DSN15741Branch 001Grid 009DSN15004Branch 001Grid 002DSN15006Branch 001Grid 011DSN15050McKenzie River Network (RM 47.7 to 0.0)No. of Branches 7 * 13 3/will_models/basins/wdmfile/will.wdmInternal Junctions 4 *Time Steps Modeled 2557 * 1971 10 01 00 00 00Model Starts0 time steps after midnight.Output Given Every1 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.00 Hours.Peak Discharge 20000. *Branch 1 has 8 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 0.0000 1 1000.0 3.32 0.640 285.0 0.196E+05 240.0 0.022 0.8000 0 1000.0 3.32 0.640 285.0 0.414E+05 240.0 0.023 3.400 0 1000.0 3.32 0.640 285.0 0.464E+05 240.0 0.024 4.800 0 1000.0 3.32 0.640 285.0 0.517E+05 240.0 0.025 6.300 0 1000.0 3.32 0.640 285.0 0.548E+05 240.0 0.026 6.800 0 1000.0 2.80 0.640 1900.0 0.182E+06 160.0 0.067 8.000 0 1000.0 2.80 0.640 1900.0 0.562E+06 200.0 0.068 8.900 1Branch 2 has 6 xsects & routes 0.60 of flow at JNCT 2 To JNCT 3Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 8.900 1 600.0 5.38 0.640 0.0 0.270E+04 220.0 0.062 9.000 0 600.0 5.38 0.640 0.0 0.312E+05 240.0 0.063 11.100 0 600.0 5.38 0.640 0.0 0.509E+05 240.0 0.064 13.000 0 600.0 5.38 0.640 0.0 0.546E+05 240.0 0.065 14.400 0 600.0 5.38 0.640 0.0 0.556E+05 240.0 0.066 14.500 1Branch 3 has 5 xsects & routes 1.00 of flow at JNCT 3 To JNCT 4Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 14.500 1 1000.0 5.38 0.640 0.0 0.477E+05 280.0 0.062 15.700 0 1000.0 3.90 0.650 285.0 0.442E+05 240.0 0.083 17.000 0 1000.0 3.90 0.650 285.0 0.530E+05 240.0 0.084 17.600 0 1000.0 3.90 0.650 285.0 0.311E+05 270.0 0.095 19.200 1129
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 86 and 87:
APPENDIX 1. STREAM GEOMETRY FOR MAI
Page 88 and 89: 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 140 and 141: 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 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: APPENDIX 12. DIRECTORY FOR will.wdm
Page 188 and 189:
APPENDIX 12. DIRECTORY FOR will.wdm
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 ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?