TECHNICAL PAPERS
May 1, 1996

Modeling Water-Resource Systems for Water-Quality Management

Publication: Journal of Water Resources Planning and Management
Volume 122, Issue 3

Abstract

Water managers have been attempting to operate reservoirs in a “best water management strategy” to meet specific project objectives since the first man-made impoundment was constructed. When it was realized, several years ago, that the U.S. Army Corps of Engineers must have the capability to analyze the operation of large multiple reservoir systems for water quality, the Hydrologic Engineering Center (HEC) was funded to develop a computer program to meet this need. “HEC-5Q, Simulation of Flood Control and Conservation Systems” computer model has the unique capabilities to accept user-specified water quantity and quality needs systemwide, and to decide how to regulate a network of reservoirs. The decision criteria are programmed to consider flood control, hydropower, instream flow (municipal, industrial, irrigation, water supply, fish habitat), and water-quality requirements. A brief history and description of the HEC-5Q model is provided along with citations to related case studies and technical reports.

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References

1.
Anderson, E. R. (1954). “Water loss investigations: Lake Hefner studies.”Tech. Rep., Proj. Paper 269, Geological Survey, U.S. Dept. of Interior, Washington, D.C.
2.
Baca, R. G., Gasperino, A. F., Brandstetter, A., and Annette, M. S. (1977). “Water quality models for municipal water supply reservoirs.”Rep. Prepared for Engrg. and Water Supply Dept., Adelaide, South Australia, Battle Northwest, Richland, Wash.
3.
Bohan, J. P., and Grace, J. L. Jr. (1973). “Selective withdrawal from man-made lakes; hydraulic laboratory investigation.”Tech. Rep. H-73-4, U.S. Army Engr. Wtwys. Experiment Station, Vicksburg, Miss.
4.
Bonner, V. (1980). “Application of HEC-5 hydropower routines.”Training Document No. 12, Hydrologic Engrg. Ctr., Davis, Calif.
5.
Debler, W. R. (1959). “Stratified flow into a line sink.”J. Engrg. Mech. Div., ASCE, 85(3).
6.
Duke, J. H., Donald, J. S., and Willey, R. G. (1984). “Reservoir system analysis for water quality.”Tech. Paper No. 99, Hydrologic Engrg. Ctr., Davis, Calif.
7.
Edinger, J. E., and Geyer, J. C. (1965). “Heat exchange in the environment.”Res. Proj. No. 49, Dept. of Sanitary Engrg. and Water Resour., The John Hopkins Univ., Baltimore, Md.
8.
Eichert, B. S. (1974). “HEC-5C, a simulation model for system formulation and evaluation.”Tech. Paper No. 41, Hydrologic Engrg. Ctr., Davis, Calif.
9.
Eichert, B. S. (1975). “Hydrologic and economic simulation of flood control aspects of water resource systems.”Tech. Paper No. 43, Hydrologic Engrg. Ctr., Davis, Calif.
10.
Eichert, B. S. (1979). “Reservoir storage determination by computer simulation of flood and conservation systems.”Tech. Paper No. 66, Hydrologic Engrg. Ctr., Davis, Calif.
11.
Eichert, B. S., and Davis, D. W. (1976). “Sizing flood control systems by systems by analysis.”Tech. Paper No. 44, Hydrologic Engrg. Ctr., Davis, Calif.
12.
Eichert, B. S., Peters, J. C., and Pabst, A. F. (1975). “Techniques for real-time operation of flood control reservoirs in the Merrimack River Basin.”Tech. Paper No. 45, Hydrologic Engrg. Ctr., Davis, Calif.
13.
Eiker, E. E. (1972). “An evaluation of reservoir prediction methods.”Proc., Hydrologic Aspects of Proj. Plng. Seminar, Hydrologic Engrg. Ctr., Davis, Calif.
14.
Hula, R. L. (1979). “Analysis of operation plans for the Arkansas River Basin system of reservoirs.”Tech. Paper; Proc., ASCE Nat. Workshop on Reservoir Sys. Operations, ASCE, New York, N.Y.
15.
Hutchinson, G. E. (1957). “A treatise on limnology. Geography, physics and chemistry, Vol. 1, John Wiley & Sons, Inc., New York, N.Y.
16.
Hydrocomp simulation programming operations manual, 4th Ed. (1976). Hydrocomp, Palo Alto, Calif.
17.
Hydrologic Engineering Center (HEC). (1978). “Water quality for river-reservoir systems.”Computer program description, Davis, Calif.
18.
Hydrologic Engineering Center (HEC). (1982). “HEC-5 simulation of flood control and conservation systems.”Computer program description w/o exhibit 8, Davis, Calif.
19.
Hydrologic Engineering Center (HEC). (1986). “HEC-5Q, simulation of flood control and conservation systems, appendix on water quality analysis.”Computer program description, Davis, Calif.
20.
Hydrologic Engineering Center (HEC). (1987). “Water quality simulation of reservoir system operations in the Sacramento Valley using HEC-5.”Training Document No. 24, Davis, Calif.
21.
Hydrologic Engineering Center (HEC). (1989). “HEC-5 simulation of flood control and conservation systems.”Computer program description exhibit 8, Davis, Calif.
22.
Hydrologic Engineering Center (HEC). (1994). “McKenzie River water temperature study.”Proj. Rep. 93-1, Davis, Calif.
23.
Johnson, W. K., and Davis, D. W. (1975). “Analysis of structural and nonstructural flood control measures using computer program HEC-5C.”Training Document No. 7, Hydrologic Engrg. Ctr., Davis, Calif.
24.
Kanwisher, J. (1963). “On the exchange of gases between the atmosphere and sea.”Deep sea research, Vol. 10, Pergamon Press, New York, N.Y., 195–207.
25.
Kaplan, E. (1974). “Reservoir optimization for water quality control,” PhD dissertation, Univ. of Pennsylvania, Philadelphia, Pa.
26.
Loftis, B. (1980). “WESTEX—a reservoir heat budget model.”Draft computer program description, Wtwy. Experiment Station, Vicksburg, Miss.
27.
McMahon, G. F., Bonner, V., and Eichert, B. S. (1979). “Operational simulation of a reservoir system with pumped storage.”Tech. Paper No. 60, Hydrologic Engrg. Ctr., Davis, Calif.
28.
O'Connor, D. J. and Dobbins, W. E. (1958). “Mechanism of reaeration in natural streams.”Trans., ASCE, Vol. 123, New York, N.Y.
29.
Poore, A. B., and Loftis, B. (1983). “Water quality optimization through selective withdrawal.”Tech. Rep. E-83-9, Envir. & Water Quality Operational Studies, U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, Miss.
30.
Tennessee Valley Authority. (1972). “Heat and mass transfer between a water surface and the atmosphere.”Rep. No. 14, Norris, Tenn.
31.
U.S. Army Engineer Division, North Pacific. (1975). “SSARR model, streamflow synthesis and reservoir regulation.”Computer program No. 724-K5-G0010, Portland, Oreg.
32.
U.S. Army Engineer Waterways Experiment Station. (1982). “CE-QUAL-R1: a numerical one-dimensional model of reservoir water quality.”Computer program user's manual, Vicksburg, Miss.
33.
Water Resources Engineers. (1968). “Prediction of thermal energy distribution in streams and reservoirs.”Rep. Prepared for Dept. of Fish and Game, State of California, Walnut Creek, Calif.
34.
Water Resources Engineers. (1969a). “The thermal simulation of applegate reservoir to evaluate the effect of outlet placement and discharge on downstream temperature.”Rep. Prepared for Corps of Engrs., Portland District, Walnut Creek, Calif.
35.
Water Resources Engineers. (1969b). “Mathematical models for the prediction of thermal energy changes in impoundments.”Rep. Prepared for Envir. Protection Agency, Walnut Creek, Calif.
36.
Willey, R. G. (1983). “Reservoir system regulation for water quality control.”Tech. Paper No. 88, Hydrologic Engrg. Ctr., Davis, Calif.
37.
Willey, R. G., Smith, D. J., and Duke, J. H. (1985). “Modeling water resources systems for water quality.”Tech. Paper No. 104, Hydrologic Engrg. Ctr., Davis, Calif.
38.
Willey, R. G. (1986a). “Kanawha river basin water quality modeling.”Spec. Proj. Rep. No. 86-5, Hydrologic Engrg. Ctr., Davis, Calif.
39.
Willey, R. G. (1986b). “HEC-5Q: system water quality modeling.”Tech. Paper No. 111, Hydrologic Engrg. Ctr., Davis, Calif.
40.
Willey, R. G. (1987a). “Monongahela river basin water quality modeling.”Proj. Rep. 87-1, Hydrologic Engrg. Ctr., Davis, Calif.
41.
Willey, R. G. (1987b). “Modeling and managing water resource systems for water quality.”Tech. Paper No. 113, Hydrologic Engrg. Ctr., Davis, Calif.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 122Issue 3May 1996
Pages: 171 - 179

History

Published online: May 1, 1996
Published in print: May 1996

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Authors

Affiliations

R. G. Willey
Hydr. Engr., U.S. Army Corps of Engrs. Hydrologic Engrg. Ctr., 609 2nd St., Davis, CA 95616.
Donald J. Smith, Member, ASCE,
Engrg. Consultant, Resource Management Assoc., 4171 Suisun Valley Rd., Ste. C, Suisun, CA 94585.
James H. Duke Jr., Member, ASCE
Consulting Water Engr., 5303 Pony Chase, Austin, TX 78759.

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