Combined-free flow over weirs and below gates

Author:

Negm Abdel-Azim M.1,Al-Brahim A.M.2,Alhamid A.A.3

Affiliation:

1. a Water & Water Structures Engrg. Dept., Faculty of Engrg. , Zagazig University , Zagazig, Egypt E-mail:

2. b Civil Engrg. Dept., College of Engrg. , King Saud University , P.O.Box 800, Riyadh, 11421, KSA E-mail:

3. c Civil Engrg. Dept., College of Engrg. , King Saud University , P.O.Box 800, Riyadh, 11421, KSA E-mail:

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Reference30 articles.

1. Ackers , A. White , W. R. Perkins , J. A. and Harrison , A. J. M. 1978.Weirs and flumes for flow measurements, 44–85. New York: John Wiley & Sons. Chapter 3

2. Discharge Equation for Proposed Self-cleaning Device

3. Analysis and formulation of flow through combined V-notch-gate-device

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