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

More documents

Recommendations

Info

Jobson, H.E., 1980, Comment on A new collocation methodfor the solution of the convection-dominated transportequation by Pinder, George E., and Shapiro, Allen,1979, in Water Resources Research, v. 15, no. 5, p.1177–1182: Water Resources Research, v. 16, no. 6,p. 1135–1136.———1989, Users manual for an open-channel streamflowmodel based on the diffusion analogy: U.S. GeologicalSurvey Water-Resources Investigations Report89–4133, 73 p.Jobson, H.E., and Schoellhamer, D.H., 1987, Users manualfor a branched Lagrangian transport model: U.S. GeologicalSurvey Water-Resources Investigations Report87–4163, 73 p.Laenen, Antonius, 1995, Willamette River Basin waterqualitystudy—Analysis of sediment transport in themain stem and major tributaries: Oregon WaterResources Research Institute, The Cutting Edge ofWater Research, v. 1, no. 1, 4 p.Leavesley, G.H., Lichty, R.W., Troutman, B.M., andSaindon, L.S., 1983, Precipitation-runoff modelingsystem—User’s manual: U.S. Geological SurveyWater-Resources Investigations Report 83–4238,207 p.Lee, K.K., 1995, Stream velocity and dispersion characteristicsdetermined by dye-tracer studies on selected streamreaches in the Willamette River Basin, Oregon: U.S.Geological Survey Water Resources InvestigationsReport 95–4078, 40 p.Lumb, A. M., Kittle, J. L., and Flynn, K. M., 1989, Usersmanual for ANNIE—A computer program for interactivehydrologic analyses and data management: U.S.Geological Survey Water-Resources InvestigationsReport 89–4080.McCarthy, G.T., 1938, The unit hydrograph and flood routing:New London, Connecticut, U.S. Army Corps ofEngineers, North Atlantic Division, [unpaginated].McFarland, W.D., 1983, A description of aquifer units inWestern Oregon: U.S. Geological Survey Open-FileReport 82–165, 35 p.Oregon Department of Environmental Quality, 1994, Oregon’s1992 water quality status assessment report,305–B: Portland, Oregon Department of EnvironmentalQuality, p. A–70.Rantz, S.E., and others, 1982, Measurement and computationof streamflow—Volume 1, Measurement of stageand discharge; Volume 2, Computation of discharge:U.S. Geological Survey Water-Supply Paper 2175,631 p.Redmond, K.T., 1985, An inventory of climate data for thestate of Oregon: Corvallis, Oregon, Oregon StateUniversity, Office of the State Climatologist, ReportSCP–3, 160 p.Risley, J.C., 1994, Use of precipitation-runoff model for simulatingeffects of forest management on streamflow in11 small drainage basins, Oregon Coast Range: U.S.Geological Survey Water-Resources InvestigationsReport 93–4181, 20 p.Rosenbrock, H.H., 1960, An automated method of findingthe greatest or least value of a function: ComputerJournal, v. 3, p. 175–184.Soil Conservation Service, 1975, Urban hydrology for smallwatersheds: Natural Resource Conservation Service(formerly Soil Conservation Service), USDA TechnicalRelease no. 55, 92 p.———1986, General soil map, state of Oregon: Portland,Oregon, Natural Resource Conservation Service, scale1:1,000,000.Simpson, M.R., and Oltmann, R.N., 1993, Discharge measuringsystem using an acoustic doppler profiler withapplications to large rivers and estuaries: U.S. GeologicalSurvey Water-Supply Paper 2395, 32 p.Taylor, G.H., 1993, Normal annual precipitation map, stateof Oregon, 1961–1990: Corvallis, Oregon, OregonState University, Office of the State Climatologist,Scale 1:1,000,000.Tetra Tech, Inc., 1993, Willamette River Basin water qualitystudy—Summary report: Bellevue, Washington, ReportTC89–10 [variously paginated].Thomson, N.R., Sykes, J.F., and Lennox, W.C., 1984, ALagrangian porous media mass transport model: WaterResources Research, v. 20, no. 3, p. 391–399.Troendle, C.A., 1985, Variable source area models, inAnderson, M.G., and Burt, T.P., eds., HydrologicalForecasting: John Wiley and Sons Ltd., p. 347–403.U.S. Army Corps of Engineers, 1968–72, Flood PlainInformation, prepared by U.S. Army Corps of Engineers,Portland, Oregon, 11 books regarding WillametteRiver Basin streams.———1975, SSARR model—Streamflow synthesis andreservoir regulation, Program description and usermanual: Portland, Oregon, U.S. Army Corps of Engineers,North Pacific Division, 365 p.———1982, HEC–5—Simulation of flood control andconservation systems; Users manual, computer program723–X6–L2500: Davis, California, U.S. ArmyCorps of Engineers, Hydrologic Engineering Center,231 p.U.S. Geological Survey, 1990 (revised), Digital elevationmodels: U.S. Geological Survey, National MappingProgram, Technical Instructions Data User Guide 5,51 p.Willamette Basin Task Force, 1969, Willamette Basin comprehensivestudy: Portland, Oregon, Pacific NorthwestRiver Basins Committee Report, 155 p.70
APPENDIXES71
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 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 128 and 129: APPENDIX 4. MEASUREMENTS USED TO DE
Page 130 and 131:
APPENDIX 4. MEASUREMENTS USED TO DE
Page 132 and 133:
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 140 and 141:
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
Page 150 and 151:
APPENDIX 7. PROGRAMMING STEPS TO IN
Page 152 and 153:
APPENDIX 8. PROGRAMMING STEPS TO DE
Page 154 and 155:
Page 156 and 157:
Page 158 and 159:
Page 160 and 161:
150Climatemaxtempmintempprecipitati
Page 162 and 163:
APPENDIX 10. DIRECTORY TREE AND DES
Page 164 and 165:
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?