Impact of pipes networks simplification on water hammer phenomenon

Author:

M GAD ALI A,MOHAMMED HASSAN I

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference19 articles.

1. Abd El-Gawad S M 1994 Water hammer analysis for the pipeline Ahmed Hamdi Tunnel, Abu-Radis. Eng. Res. J. 6: 40–54

2. Ali N A, Mohamed H I, El-Darder M E and Mohame A A 2010 Analysis of transient flow phenomenon in pressurized pipes system and methods of protection. J. Eng. Sci. Assiut University 38(2): 323–342

3. Al-Khomairi A M 2005 Use of the steady-state orifice equation in the computation of transient flow through pipe leaks. The Arabian J. Sci. Eng. 30(IB): 33–45

4. Batterton S 2006 Water hammer: An analysis of plumbing systems, intrusion, and pump operation. Thesis submitted to the Faculty of The Virginia Polytechnic Institute and State Univ. in partial fulfillment of the requirements for the degree of M. Sc. in Civil Eng., pp. 147

5. Chaudhry H M and Yevjevich V 1981 Closed-Conduit flow. Water Resources Publications, Littleton, U.S.A

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