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

More documents

Recommendations

Info

APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDWillamette River (Jasper to Harrisburg-RM 195.0 to 161.0)—ContinuedBranch 1 has 6 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 6.200 0 4730.0 5.22 0.640 0.0 0.632E+04 8.6 0.4302 6.400 0 4730.0 5.22 0.640 0.0 0.124E+05 10.3 0.4133 9.800 0 4730.0 5.22 0.640 0.0 0.101E+05 2.3 0.5614 11.800 0 4730.0 5.22 0.640 0.0 0.137E+05 1.0 0.6425 12.500 0 4730.0 5.22 0.640 0.0 0.176E+05 29.8 0.3096 14.200 0Branch 2 has 4 xsects & routes 1.00 of flow at JNCT 2 to JNCT 3Grd R Mile IOUT Disch A1 A2 A0 DF W1 W21 14.200 0 4730.0 5.22 0.640 0.0 0.213E+05 26.7 0.3382 17.000 0 4730.0 5.28 0.660 0.0 0.250E+05 42.3 0.2953 23.400 0 4730.0 5.28 0.660 0.0 0.251E+05 62.1 0.2604 26.400 0Branch 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 26.400 0 5630.0 5.20 0.660 830.0 0.338E+05 21.5 0.3802 26.500 0 5630.0 5.20 0.660 830.0 0.338E+05 21.5 0.3803 29.400 0 4730.0 5.20 0.660 830.0 0.547E+05 26.5 0.3484 36.200 0 4730.0 5.20 0.660 830.0 0.529E+05 7.5 0.4555 40.000 0Branch 4 has 3 xsects & routes 1.00 of flow at JNCT 5 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 23.00 0 900.0 5.00 0.620 150. 0.560E+05 21.0 0.2442 25.10 0 900.0 5.00 0.620 150. 0.480E+05 21.0 0.2443 29.40 0Branch 001Grid 001DSN11710Branch 001Grid 004DSN11002Branch 002Grid 003DSN11003Branch 003Grid 002DSN 2050Branch 003Grid 003DSN11004Branch 003Grid 004DSN11006Branch 004Grid 001DSN12710Branch 004Grid 002DSN12002Branch 003Grid 005DSN20800Willamette River (Salem to Willamette Falls: RM 84.1 to 26.6)No. of Branches 2 * 12 1/will_models/basins/wdmfile/will.wdmInternal Junctions 1 *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 Size24.000 Hours.Peak Discharge 19000. *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 117.10 0 4730.0 5.86 0.690 0.0 0.234E+06 88.8 0.248138
APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDWillamette River (Salem to Willamette Falls: RM 84.1 to 26.6)—Continued2 117.60 0 4730.0 5.86 0.690 0.0 0.176E+06 56.3 0.2843 117.70 0 4730.0 5.86 0.690 0.0 0.176E+06 56.3 0.2844 121.60 0 4730.0 5.86 0.690 0.0 0.345E+06 89.3 0.2475 127.70 0 4730.0 5.86 0.690 0.0 0.170E+06 44.1 0.3036 130.30 0 4730.0 5.86 0.690 0.0 0.174E+06 33.5 0.3257 136.30 0 4730.0 5.86 0.690 0.0 0.221E+06 18.1 0.3748 141.20 0 4730.0 5.86 0.690 0.0 0.242E+06 25.0 0.3489 146.30 0Branch 2 has 13 xsects & routes 1.00 of flow at JNCT 2 To JNCT 3Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 146.30 0 4730.0 9.60 0.670 9100.0 0.454E+06 20.8 0.3782 146.40 0 4730.0 9.60 0.670 9100.0 0.454E+06 20.8 0.3783 148.80 0 4730.0 9.60 0.670 9100.0 0.905E+06 13.3 0.4134 150.40 0 4730.0 9.60 0.670 9100.0 0.136E+07 20.8 0.3785 153.80 0 4730.0 9.60 0.670 9100.0 0.145E+07 20.8 0.3786 156.10 0 4730.0 9.60 0.670 9100.0 0.160E+07 27.1 0.3577 161.40 0 4730.0 9.60 0.670 9100.0 0.236E+07 20.8 0.3788 162.70 0 4730.0 9.60 0.670 9100.0 0.295E+07 20.8 0.3789 163.60 0 4730.0 9.60 0.670 9100.0 0.366E+07 23.9 0.36710 165.50 0 4730.0 9.60 0.670 9100.0 0.412E+07 119.8 0.23811 172.20 0 4730.0 11.60 0.660 9300.0 0.420E+07 119.8 0.23812 172.80 0 4730.0 11.60 0.660 9300.0 0.652E+07 108.5 0.22713 174.60 0Branch 001Grid 001DSN17710Branch 001Grid 002DSN20130Branch 001Grid 003DSN14702Branch 001Grid 004DSN20134Branch 001Grid 007DSN20136Branch 001Grid 008DSN20138Branch 002Grid 002DSN10050Branch 002Grid 004DSN10012Branch 002Grid 007DSN10014Branch 002Grid 010DSN 8020Branch 002Grid 011DSN10016Branch 002Grid 012DSN13720Branch 002Grid 008DSN20600139
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:
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99: 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 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 196 and 197: APPENDIX 13. PROGRAMMING STEPS FOR
Page 198 and 199:
APPENDIX 13. PROGRAMMING STEPS FOR
Page 200 and 201:
APPENDIX 13. PROGRAMMING STEPS FOR
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?