Prediction of Critical Submergence for a Rectangular Intake

Author:

Eroğlu Nihat12,Bahadırlı Tolga12

Affiliation:

1. Assistant Professor, Faculty of Engineering and Architecture, Civil Engineering Dept., Gazi Univ., Maltepe, Ankara 06570, Turkey. E-mail: enihat@gazi.edu.tr

2. Graduate Student, Faculty of Engineering and Architecture, Civil Engineering Dept., Gazi Univ., Maltepe, Ankara 06570, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Waste Management and Disposal,Energy Engineering and Power Technology,Nuclear Energy and Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference11 articles.

1. Bahadırlı T. (2005). “An approximate method for critical submergence of a rectangular intake.” MSc thesis Dept. of Civil Engineering Gazi Univ. Ankara Turkey.

2. Gordon J. L. (1970). “Vortices at intakes.” Water Power 137–138.

3. Minimum Submergence before Double-Entrance Pressure Intakes

4. Effect of circulation on critical submergence of an intake pipe

5. Prosser M. J. (1977). “The hydraulic design of pump sumps and intakes.” Rep. No. 0-86017-027-6 British Hydromechanics Research Association/Construction Industry Research and Information Association Cranfield Bedford U.K.

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