Assessment of optimal water distribution systems design under steady-state and transient conditions due to pipe roughness uncertainty

Author:

El-Ghandour Hamdy A.,Elabd Samer M.,Elbeltagi Emad

Publisher

Elsevier BV

Subject

General Engineering

Reference36 articles.

1. Comprehensive water distribution systems analysis handbook for engineers and planers;Boulos,2006

2. Optimal transient network design: a multi-objective approach;Jung;American Water Works Association,2011

3. Djebedjian B. Reliability-based water network optimization for steady state flow and water hammer. Proceedings of IPC2006, 6th international pipeline conference, Calgary, Alberta, Canada; 2006. p. 1–11.

4. Optimal transient network rehabilitation using multi-objective ant colony optimization algorithm;El-Ghandour;Urban Water J,2018

5. Djebedjian B., Mohamed M.S., Mondy A., Abou Rayan M. Cost optimization of water distribution systems subjected to water hammer. Thirteenth international water technology conference, IWTC13 2009, Hurghada, Egypt; 2009. p. 491–513.

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