Optimal operation of multiquality water supply systems-III: the Q-C-H model

Engineering Optimization

Volumn 33, Issue 1, 2000, Pages 1-35

  Cohen, Dani ^a   Shamir, Uri ^b   Sinai, Gideon ^b  

^a Mekorot Israel National Water COLTD   (Israel)

^b TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; HYDRAULICS; ITERATIVE METHODS; PUMPS; VALVES (MECHANICAL); WATER QUALITY; WATER SUPPLY SYSTEMS; WATER TREATMENT;

FLOW QUALITY HEAD MODEL; HYDRAULIC ANALYSIS; NETWORK ANALYSIS;

OPTIMIZATION;

EID: 0034475652     PISSN: 0305215X     EISSN: None     Source Type: Journal    
DOI: 10.1080/03052150008940909     Document Type: Article

References (17)

1. Avriel, M. (1976). Nonlinear Programming: Analysis and Methods, Prentice-Hall, Inc, N.J.
2. Cohen, D. (1991). Optimal operation of multiquality networks. D.Sc. Thesis, Faculty of Agricultural Engineering, Technion, Israel (In Hebrew).
3. Cohen, D., Shamir, U. and Sinai, G. (1998). Optimal operation of multiquality water supply systems. Water Research Institute, Technion, Haifa Israel.
4. Cohen, D., Shamir, U. and Sinai, G. (2000). Optimal operation of multiquality water supply systems: I - Introduction and the Q-C Model. Engineering Optimization.
5. Cohen, D., Shamir, U. and Sinai, G. (2000). Optimal operation of multiquality water supply systems: II - The Q-H Model. Engineering Optimization.
6. Eiger, G., Shamir, U. and Ben-Tal, A. (1994). Optimal design of water distribution networks. Water Resources Research, 30(9), 2637-2646.
7. Feinermann, E. and Yaron, D. (1983). Economics of irrigation water mixing within a farm framework. Water Resour. Res., 19, 337-345.
8. Gill, P. E., Murray, W. and Wright, M. H. (1981). Practical Optimization. Academic Press, N.Y.
9. Jacoby, S. L. S., Kowalik, J. S. and Pizzo, J. T. (1972). Iterative method for nonlinear optimization problems. Prentice-Hall, N.J.
10. Maas, E. V. and Hoffman, G. J. (1977). Crop salt tolerance-current assessment. Journal of Irrigation and Drainage, ASCE, 103, 115-134.
11. Mehrez, A., Percia, C. and Oron, G. (1992). Optimal operation of a multisources and multiquality regional water systems. Water Resources Research, 28(5), 1199-1206.
12. Nelder, G. A. and Mead, R. (1965). Simplex method for function minimization. Computer J, 7, 308-313.
13. Ostfeld, A. and Shamir, U. (1993). Optimal operation of multiquality networks - I: Steady-state conditions. J. Water Resour. Ping. Mgmt, ASCE, 119(6), 645-662.
14. Rosen, J. B. (1960). The gradient projection method for nonlinear programming. SIAM Journal, 8(1), 181-216.
15. Shah, M. and Sinai, G. (1985). Salinity control in multi-quality irrigation networks - Kibbutz Hamadia feasibility study. Agric. Water Mngmt., 10, 235-252.
16. Shah, M. and Sinai, G. (1988). A steady state model for dilution in water networks. Journal of Hydraulic Eng., ASCE, 114(2), 192-207.
17. Sinai, G., Koch, E. and Farbman, M. (1985). Dilution of brackish waters in irrigation networks - an analytical approach. Irrigation Science, 6, 179-190.