Optimal operation of regional system with diverse water quality sources

Journal of Water Resources Planning and Management

Volumn 123, Issue 2, 1997, Pages 105-114

  Percia, Carlos ^a   Oron, Gideon ^b,c,d   Mehrez, Abraham ^b  

^a Mekorot Israel National Water COLTD   (Israel)

^b BEN GURION UNIVERSITY OF THE NEGEV   (Israel)

^c Dept of Industrial Engrg and Mgmt ^*  (Israel)

^d ASCE   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW OF WATER; MATHEMATICAL MODELS; OPTIMIZATION; WATER QUALITY;

FLOW RATES; MASS BALANCE CONSTRAINTS; OPTIMAL OPERATION; REGIONAL SYSTEM; WATER QUALITY SOURCES;

WATER SUPPLY SYSTEMS;

HYDRAULICS; WATER QUALITY; WATER RESOURCES;

MODELLING APPROACH; OPERATIONAL MANAGEMENT; PLANNING TECHNIQUE; REGIONAL PLANNING; WATER MANAGEMENT; WATER QUALITY; WATER RESOURCE MANAGEMENT; WATER SUPPLY;

EID: 0031104135     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9496(1997)123:2(105)     Document Type: Article

References (40)

1. Anderson, E. J., and Al-Jamal, K. H. (1995). "Hydraulic-network simplification." J. Water Resour. Plng. and Mgmt., ASCE, 121(3), 235-240.
2. Bazaraa, M. S., and Shetty, C. M. (1979). Nonlinear programming - theory and algorithms. John Wiley & Sons, Inc., New York, N.Y.
3. Benedini, M. (1988). "Development and possibilities of optimization models." Agric. Water Mgmt., 13, 329-358.
4. Boulos, P. F., Altman, T., Jarrige, R-A., and Collevati, F. (1995). "Discrete simulation approach for network-water-quality models." J. Water Resour. Plng, and Mgmt., ASCE, 121(1), 49-60.
5. Brooke, A., Kendrick, D., and Meeraus, A. (1988). GAMS: a user's guide. The Scientific Press, Redwood City, Calif.
6. Carpentier, P., and Cohen, G. (1984). "Decomposition, coordination and aggregation in the optimal control of a large water supply network." IFAC World Congr., Budapest, Hungary.
7. Deo, N.(1974). Graph theory with application to engineering and computer science. Prentice-Hall, Inc., Englewood Cliffs, N.J.
8. Diba, A., Louie, P. W. F., Mahjoub, M., and Yeh, W. W.-G. (1995). "Planned operation of large-scale water-distribution system." J. Water Resour. Plng. and Mgmt., ASCE, 121(3), 260-269.
9. Goulter, I. C., and Bouchart, F. (1990). "Reliability-constrained network model." J. Hydr. Engrg., ASCE, 116(2), 211-229.
10. Hamberg, D., and Shamir, U. (1988). "Schematic models for distribution systems design. I: combination concept." J. Water Resour. Plng. and Mgmt., ASCE, 114(2), 129-140.
11. Horst, R., and Tuy, H. (1991). Global optimization: deterministic approaches. Springer-Verlag New York, Inc., New York, N.Y.
12. Jeppson, R. W. (1976). Analysis of flow in pipe networks, 2nd Ed., Ann Arbor Science Publishers, Inc., Ann Arbor, Mich.
13. Kessler, A; and Shamir, U. (1989). "Analysis of the linear programming gradient method for optimal design of water supply networks." Water Resour. Res., 25(7), 1469-1480.
14. Labadie, J. A., Bode, D. A., and Pinde, A. M. (1986). "Network model for decision-support in municipal raw water supply." Water Resour. Bull, 22(6), 927-940.
15. Lansey, K. E., and Mays, L. W. (1989). "Optimization model for water distribution system design." J. Hydr. Engrg., ASCE, 115(10), 1401-1418.
16. Liang, T., and Nahaji, S. (1983). "Managing water quality by mixing water from different sources." J. Water Resour. Plng, and Mgmt., ASCE, 109(1), 48-57.
17. Loganathan, G. V., Greene, J. J., and Ahu, T. J. (1995). "Design heuristic for globally minimum cost water-distribution systems." J. Water Resour. Plng, and Mgmt., ASCE, 121(2), 182-192.
18. Males, R. M., Clark, R. M., Weahrman, P. J., and Gates, W. E. (1985). "Algorithm for mixing problems in water systems." J. Hydr. Engrg., ASCE, 111(2), 206-216.
19. Minoux, M. (1989). "Network synthesis and optimum network design problems: models, solution methods and applications." Network, 19, 313-360.
20. Moss, S. M. (1979). "On line optimal control of water supply networks," PhD thesis, Univ. of Cambridge, Cambridge, U.K.
21. Murtagh, B. A., and Saunders, M. A. (1982). "A projected Lagrangian algorithm and its implementation for sparse nonlinear constraints." Math. Programming Study No. 16, 84- 117.
22. Olshansky, M., and Gal, S. (1988). "Optimal operation of water distribution system." IBM-Israel Tech. Rep. 88.239.
23. Oron, G. (1987). "Marginal water application in arid zones." Geo-J., 15(3), 259-266.
24. Oron, G. (1993). "Recycling drainage water in San Joaquin Valley, California." J. Irrig, and Drain. Engrg., ASCE, 119(2), 265-285.
25. Ostfeld, A., and Shamir, U. (1993a). "Optimal operation of multiquality distribution systems: steady state conditions." J. Water Resour. Plng. and Mgmt., ASCE, 119(6), 645-662.
26. Ostfeld, A., and Shamir, U. (1993b). "Optimal operation of multiquality distribution systems: unsteady conditions." J. Water Resour. Plng. and Mgmt., ASCE, 119(6), 663-684.
27. Percia, C. (1989). "A mathematical model for optimal operation of a water supply system from various qualities," MSc thesis, Ben-Gurion Univ. of the Negev, Beer Sheva, Israel (in Hebrew).
28. Pessen, D., Reike, M., and Sinai, G. (1986). "Design and simulation of water-mixing functions in irrigation systems." Int. J. Modeling and Simulation, 6(1), 32-38.
29. Pezeshk, S., and Helweg, O. J. (1996). "Adaptive search optimization in reducing pump operating costs." J. Water Resour. Plng. and Mgmt., ASCE, 122(1), 57-63.
30. Reike, M. (1985). "Control and simulation of multiquality water supply networks." Proc., 2nd Int. Symp. on Sys. Anal. and Simulation, Akademie Verlag, Berlin, 250-253.
31. Reike, M. (1987). "Die regelung von bewassenrungsnetzen mit unterschiedlichen wasserqualitaten Automatisierungstechnik at 35 Jahrgang." Heft l, 5-10 (in German).
32. Sabet, M. H., and Helweg, O. J. (1985). "Cost effective operation in urban water supply system using dynamic programming." Water Resour. Bull., 21(1), 75-81.
33. Shah, M., and Sinai, G. (1988). "Steady state model for dilution in water networks." J. Hydr. Engrg., ASCE, 114(2), 192-206.
34. Shinskey, F. G. (1979). Process-control systems. McGraw-Hill Book Co., Inc., New York, N.Y.
35. Sinai, G., Shina, G., Kitai, E., and Shah, M. (1987). "Physical and computer models of multiquality networks." J. Water Resour. Plng. and Mgmt., ASCE, 113(6), 745-760.
36. Stoner, M. A. (1972). "Sensitivity analysis applied to a steady-state model of natural gas transportation systems." Soc. of Petr. Engrs. J., 12(2), 115-125.
37. Sun, Y-H., Ye, W. W.-G., Hsu, N.-S., and Louie, P. W. F. (1995). "Generalized network algorithm for water-supply-system optimization." J. Water Resour. Plng. and Mgmt., ASCE, 121(5), 392-398.
38. Vieira, J. M. P., and Lijklema, L. (1989). "Development and application of a model for regional water quality and management." Water Res., 23(6), 767-777.
39. Waren, A. D., Hung, M. S., and Lasdon, L. S. (1987). "The status of nonlinear programming software: an update." Operation Res., 35(4), 489-503.
40. Winston, W. L. (1991). Operation research application and algorithms, 2nd Ed., PWS-Kent Publishing Co., Boston.