Minimum Submergence before Double-Entrance Pressure Intakes
Publication: Journal of Hydraulic Engineering
Volume 126, Issue 8
Abstract
This paper describes a large-scale physical model study concerning the minimum submergence required for double-entrance pressure intakes, such as used for power tunnel intakes. Use of minimum submergence can avert the occurrence of subatmospheric pressure and air-entraining vortices, and avoid reducing the efficiency of the turbine and its vibration of the turbine, etc. The scale of the double-entrance intake model, 1:30, which is primarily designed for the Three Gorges project, is almost the largest in the world. Based on analysis of the experimental data, an empirical formula is obtained and then it is compared with Gordon's formula, which is used mainly to calculate the minimum submergence before single-entrance intakes. The empirical formula is useful in the design of double-entrance pressure intakes.
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References
1.
Gordon, J. L. (1970). “Vortices at intakes.” Water Power, Apr., 137–138.
2.
Knauss, J. (1987). Swirling flow problems at intakes, Balkema, Rotterdam, The Netherlands.
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Prosser, M. J. ( 1977). “The hydraulic design of pump sumps and intakes.” British Hydromechanics Research Association/Construction Industry Research and Information Association.
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Yang, X. and Li, Y. (1990). The design of hydropower intakes, Dalian Institute of Technology, China.
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Received: Jul 7, 1998
Published online: Aug 1, 2000
Published in print: Aug 2000
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