Optimal Design of Water-Distribution Networks with GIS
Publication: Journal of Water Resources Planning and Management
Volume 122, Issue 4
Abstract
Many powerful optimal design models have been developed for municipal water-distribution networks, but few are in practical use since they are difficult for water engineers to understand and require an extensive data base for implementation. To aid in technology transfer of water-distribution system optimizers, a prototype decision support system WADSOP (Water Distribution System Optimization Program) is presented to guide water-distribution system design and analysis in response to changing water demands, timing, and use patterns; and accommodation of new developments. WADSOP integrates a geographic information system (GIS) for spatial database management and analysis with optimization theory to provide a computer-aided decision support tool for water engineers. Several comparative studies show improved performance over published results. A real-world case study for the city of Greeley, Colo., water-distribution network is also presented.
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References
1.
Alperovits, E., and Shamir, U.(1977). “Design of optimal water distribution systems.”Water Resour. Res., 13(6), 885–900.
2.
Bao, Y., and Mays, L.(1990). “Model for water distribution system reliability.”J. Hydr. Div., ASCE, 116(9), 1119–1137.
3.
Bazaraa, M., Jarvis, J., and Sherali, H. (1990). Linear programming and network flows . John Wiley and Sons, New York, N.Y.
4.
Bhave, P., and Lam, C. (1983). Optimal layout for branching distribution networks, J. Transp. Engrg., ASCE, 109(4), 534–544.
5.
Bhave, P., and Sonak, V.(1992). “A critical study of the linear programming gradient method for optimal design of water supply networks.”Water Resour. Res., 28(6), 1577–1584.
6.
Borland International, Inc. (1993). OBJECTVISION reference guide, Ver. 2.1, Scotts Valley, Calif.
7.
Collins, M., Cooper, L., Helgason, R., Kennington, J., and LeBlance, L. (1978). “Solving the pipe network analysis problem using optimization techniques.”Mgmt. Sci., 24(7).
8.
Dreyfus, S. E., and Law, A. M. (1977). The art and theory of dynamic programming . Academic Press, New York, N.Y.
9.
Eiger, G., Shamir, U., and Ben-Tal, A.(1994). “Optimal design of water distribution networks.”Water Resour. Res., 30(9), 2637–2646.
10.
Environmental Systems Research Institute, Inc. (1992). ARCVIEW user's guide, Ver. 1, Redlands, Calif.
11.
Environmental Systems Research Institute, Inc. (1994). PC ARC/INFO user's manuals, Ver. 3.4.2, Redlands, Calif.
12.
Gessler, J. (1982). “Optimization of pipe networks.”Proc., 9th Int. Symp. on Urban Hydro., Hydr., and Sediment Control, Univ. of Kentucky, Lexington, Ky.
13.
Gessler, J. (1985). “Pipe network optimization by enumeration.”Proc. Spec. Conf. on Comp. Applications in Water Resour., ASCE, New York, N.Y., 572–581.
14.
Goulter, I.(1987). “Current and future use of system analysis in water distribution network design.”Civ. Engrg. Sys., 4, 175–184.
15.
Goulter, I.(1992). “Systems analysis in water distribution system design: from theory to practice.”J. Water Resour. Plng. and Mgmt., ASCE, 118(3), 238–248.
16.
Goulter, I., and Coals, A.(1986). “Quantitative approaches to reliability assessment in pipe networks.”J. Transp. Engrg., 112(3), 287–301.
17.
Goulter, I., and Bouchart, F. (1990). Reliability-constrained pipe network model.”J. Hydr. Div., ASCE, 116(2), 211–229.
18.
Hendrickson, C., and Janson, B. (1984). “A common network flow formulation for several civil engineering problems.”Civ. Engrg. Sys., 1.
19.
Hillier, F., and Lieberman, G. (1995). Introduction to mathematical programming . McGraw-Hill, New York, N.Y.
20.
Lansey, K., Duan, N., Mays, L., and Tung, Y.(1989). “Water distribution system design under uncertainties.”J. Water Resour. Plng. and Mgmt., ASCE, 115(5), 630–645.
21.
Lansey, K., and Mays, L.(1989). “Optimization model for water distribution system design.”J. Hydr. Engrg., ASCE, 115(10), 1401–1418.
22.
Morgan, D., and Goulter, I.(1985). “Optimal urban water distribution design.”Water Resour. Res., 21(5), 642–652.
23.
Moutal, H. P., Bowen, D. R., and Dorf, W.(1992). “GIS: New York's pipe dream.”Civ. Engrg., ASCE, 62(2), 66–67.
24.
Press, W. (1989). Numerical recipes, art of scientific computing . Cambridge University Press, Cambridge, Mass.
25.
Quindry, G., Brill, E., and Liebman, J.(1981). “Optimization of looped water distribution systems.”J. Envir. Engrg., ASCE, 107(4), 665.
26.
Reklaitis, G., Ravindran, A., and Ragsdell, K. (1983). Engineering optimization methods and applications . John Wiley & Sons, New York, N.Y.
27.
Rowell, W., and Barnes, J.(1982). “Obtaining layout of water distribution systems.”J. Hydr. Div., ASCE, 108(1), 137–146.
28.
Su, Y., Mays, L., Duan, N., and Lansey, K.(1987). “Reliability-based optimization model for water distribution systems.”J. Hydr. Engrg., ASCE, 113(12), 1539–1556.
29.
Todini, E., and Pilati, S. (1988). “A gradient algorithm for the analysis of pipe networks.”Computer applications in water supply, Vol. 2: systems optimization and control, B. Coulbeck and C-H Orr, eds., John Wiley & Sons, New York, N.Y.
30.
Walski, T. (1984). Analysis of water distribution systems . Van Nostrand-Reinhold, New York, N.Y.
31.
Walski, T. (1985). “State-of-the-art in pipe network optimization.”Proc. Spec. Conf. on Comp. Applications in Water Resour., ASCE, New York, N.Y., 559–568.
32.
Walski, T.(1987). “Battle of the network models: epilogue.”J. Water Res. Plng. and Mgmt., ASCE, 113(2), 191–203.
33.
Walski, T., Gessler, J., and Sjostrom, J. (1990). Water distribution systems: simulation and sizing . Lewis Publishers, Boca Raton, Fla.
34.
Walters, G. (1988). “Optimal design of pipe networks: a review.”Proc. 1st Int. Conf. on Comp. Methods and Water Resour., Morocco, Vol. 2, 21–31.
35.
Wood, D., and Charles, C.(1972). “Hydraulic network analysis using linear theory.”J. Hydr. Div., ASCE, 98(7), 1157–1170.
36.
Zick, B. (1991). “New system ties Geo/SQL and Auto CAD with water distribution system analysis.”Spec. Rep., TEC, Ft. Collins, Colo.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Jul 1, 1996
Published in print: Jul 1996
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