Performance of Water Distribution Networks: Integrated Approach

Author:

Karaa Fadi A.,Marks David H.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Ahrens H. Gaewski P. and Turbak S. (1983). Justification for cleaning and cement mortar lining cast iron water mains . South Central Connecticut Regional Water Authority.

2. Ainsworth R. G. (1985). “The deterioration of water mains and planning their rehabilitation.” AQUA 5(234).

3. Andreou S. (1986). “Predictive Models for Pipe Break Failures and Their Implications in Maintenance Planning Strategies for Deteriorating Water Distribution Systems ” thesis presented to the Massachusetts Institute of Technology at Cambridge Mass. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

4. Baracos A. Hurst W. D. and Legget R. F. (1955). “Effects of physical environment on cast‐iron pipe.” J. AWWA5 1195–1206.

5. Brill E. D. Liebman J. C. and Lee H.‐L. (1985). “Optimization of looped water distribution networks.” Computer applications in water resources H. Tourno ed. ASCE New York N.Y. 569–571.

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