Discussion of “Solution for Water Distribution Systems under Pressure-Deficient Conditions” by Wah Khim Ang and Paul W. Jowitt
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References
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Bhave, P. R. (1991). Analysis of flow in water distribution networks, Technomic Publishing Co., Lancaster, Pa.
Gupta, R., Awale, A., Markam, A., and Bhave, P. R. (2005). “Node flow analysis of water distribution networks using gradient method.” Proc., Natl. Conf. on Advances in Water Engineering for Sustainable Development, Indian Inst of Tech, Madras, 207–214.
Gupta, R., and Bhave, P. R. (1996). “Comparison of methods for predicting deficient-network performance.” J. Water Resour. Plann. Manage., 122(3), 214–217.
Gupta, R., and Bhave, P. R. (2004). “Comments on ‘Redundancy model for water distribution systems’ by P. Kalungi, and T. T. Tanyimboh.” Reliab. Eng. Syst. Saf., 86(3), 331–333.
Ozger, S. S., and Mays, L. W. (2003). “A semi-pressure-driven approach to reliability assessment of water distribution networks.” Proc. 30th IAHR Congress, Aristotle Univ., Thessaloniki, Greece, 345–352.
Ozger, S. S., and Mays, L. W. (2004). “Optimal location of isolation valves in water distribution systems: A reliability/optimization approach.” ⟨http:/www.public.asu.edu/~lwmays/ch07_Mays_144381.9pdf⟩.
Tabesh, M. (1998). “Implication of pressure deficiency of outflow on data management, mathematical modeling and reliability assessment of water distribution systems.” Ph.D. thesis, Univ. of Liverpool, U.K.
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Journal of Water Resources Planning and Management
Volume 133 • Issue 6 • November 2007
Pages: 568 - 569
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© 2007 ASCE.
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Published online: Nov 1, 2007
Published in print: Nov 2007
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