Design of optimal reliable multiquality water-supply systems

Journal of Water Resources Planning and Management

Volumn 122, Issue 5, 1996, Pages 322-332

  Ostfeld, Avi ^a,b   Shamir, Uri ^a,b  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COST EFFECTIVENESS; FAILURE (MECHANICAL); HYDRAULICS; MATHEMATICAL MODELS; OPTIMIZATION; PIPE FLOW; PUMPS; RELIABILITY; WATER QUALITY;

MULTIQUALITY WATER SUPPLY SYSTEMS; OPTIMAL DESIGN;

WATER SUPPLY SYSTEMS;

MODEL;

EID: 0030224011     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9496(1996)122:5(322)     Document Type: Article

References (14)

1. Aggarwal, K. K., Gupta, J. S., and Misra, K. B. (1973). "A new method for system reliability evaluation." Microelectronics and Reliability, 13, 885-900.
2. Alperovits, A., and Shamir, U. (1977). "Design of optimal water distribution systems." Water Resour. Res., 13(6), 885-900.
3. Ben-Tal, A., Eiger, G., Outrata, J., and Zowe, J. (1992). "A nondifferentiable approach to decomposable optimization problems with an application to the design of water distribution networks." Advances In optimization - lecture notes in economics and mathematical systems. No. 382, W. Jetti and D. Pallaschke, eds., Springer-Verlag, New York, N.Y., 197-216.
4. Kameda, T. (1976). "On maximally distant spanning trees of a graph." Computing, 17, 115-119.
5. Karmeli, D., Gadish, Y., and Meyers, S. (1968). "Design of optimal water distribution networks." J. Pipeline Div., ASCE, 94(1), 1-10.
6. 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.
7. Kishi, G., and Kajitani, Y. (1969). "Maximally distant trees and principal partition of a linear graph." IEEE Trans. on Circuit Theory, CT-16(3), 323-330.
8. Misra, K. B. (1970). "An algorithm for reliability evaluation of redundancy networks." IEEE Trans. on Reliability, 25, 957-966.
9. Ostfeld, A. (1994). "Optimal design of reliable multiquality water supply systems." DSc thesis, Engrg. and Mgmt. of Water Resour. Program, Technion-Israel Inst. of Technol., Haifa, Israel.
10. Ostfeld, A., and Shamir, U. (1993). "Optimal operation of multiquality distribution systems: steady state conditions." J. Water Resour. Plng. and Mgmt., ASCE, 119(6), 645-662.
11. Shor, N. Z. (1985). Minimization methods for non-differentiable functions. Springer-Verlag, New York, N.Y.
12. Wagner, J. M., Shamir, U., and Marks, D. H. (1988a). "Water distribution reliability: analytical methods." J. Water Resour. Plng. and Mgmt., ASCE, 114(3), 253-275.
13. Wagner, J. M., Shamir, U., and Marks, D. H. (1988b). "Water distribution reliability: simulation methods." J. Water Resour. Plng. and Mgmt., ASCE, 114(3), 276-294.
14. Walski, T. M., et al. (1987). "Battle of the network models: epilogue." J. Water Resour. Plng. and Mgmt., ASCE, 113(2), 191-203.