General Water Supply System Simulation Model: WASP
Publication: Journal of Water Resources Planning and Management
Volume 114, Issue 4
Abstract
WASP is a mass‐balance quasi‐simulation computer package developed to facilitate analysis of the performance of the head works and transfer components of a water supply system under different operating policies and changes to system configuration. Its generality is due to the use of a network linear program (LP) which allows system components to be connected in virtually any configuration. The user defines an operating policy in terms of easily understood rules which guide the network LP when it makes seasonal assignments of water within the water supply system. WASP is based on a network LP to take advantage of computer codes up to 100 times faster than standard LP codes. This paper discusses the principles used to formulate the network LP. It then presents a case study involving a complex urban water supply system to demonstrate the generality of WASP. Finally it reviews the input/output features of WASP which streamline its use.
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References
1.
Beard, L. R., Weiss, A. C., and Austin, T. A. (1972). Alternative approaches to water resource system simulation. Tech. Pap. 32, Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif.
2.
Collinge, R. C. (1978). “A computer simulation model of the Melbourne water supply system.” Hydrology and Water Resources Symposium, Institution of Engineers Australia, Canberra, Australia.
3.
Diment, G. A., et al. (1984). “Case study in development of a headworks and transfer simulation model.” in Short Course in Planning of Water Resource Systems, Dept. of Civ. Eng., Univ. of Adelaide, Adelaide, Australia.
4.
Diment, G. (1988). WASP user manual. Melbourne and Metropolitan Board of Works (in preparation).
5.
Evanson, D. E., and Mosley, J. C. (1970). “Simulation optimization techniques for multi‐basin water resource planning” Water Resour. Bull., 6(5), 725–736.
6.
Hydrologic Engineering Center. (1971). HEC‐3 reservoir system analysis. Technical Report, U.S. Army Corps of Engineers, Davis, Calif.
7.
Hydrologic Engineering Center. (1979). HEC‐5 reservoir system operation for flood control and conservation user manual. Technical Report, U.S. Army Corps of Engineers, Davis, Calif.
8.
Kennington, J. L., and Helgason, R. V. (1980). Algorithms for network programming. Wiley‐Interscience, New York, N.Y.
9.
Kuczera, G. (1986). Multi‐site streamflow data generation allowing for parameter uncertainty and bushfire effects: Theory and application. TUNRA Report No. 1458, Univ. of Newcastle, Newcastle, Australia.
10.
Langford, K. J., Duncan, H. P., and Heeps, D. P. (1978). Forecasting streamflow and storage using a soil dryness index model. Melbourne and Metropolitan Board of Works, Report No. MMBW‐W‐0031.
11.
Lettenmaier, D. P. (1984). “Synthetic streamflow generation.” J. Hydr. Div., ASCE, 110(3), 277–289.
12.
Sigvaldson, O. T. (1976). “A simulation model for operating a multi‐purpose multi‐reservoir system.” Water Resour. Res., 12, 263–278.
13.
Yeh, W. W‐G. (1985). “Reservoir management and operation models: A stateof‐ the‐art review.” Water Resour. Res., 21(12), 1797–1818.
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Copyright © 1988 ASCE.
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Published online: Jul 1, 1988
Published in print: Jul 1988
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