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Study on Stable Section Area of Surge Tank of Asymmetric Water Diversion and Power Generation System
Abstract:
Due to the emergence of new asymmetric Water diversion and power generation system, the traditional computational formula for Thoma stable section area has been unable to meet the design requirement. The discriminant formula for stable section of surge tank is obtained in this paper by theoretical derivation. There is a great influence on the stable area of surge tank because of the head loss between surge tank and branch pipe. Based on the definition of k-degree symmetric diversion system, the critical condition of Water diversion and power generation system is obtained. The hydraulic parameters of k-degree symmetric Water diversion and power generation system can be optimized through the critical condition formula.
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Pages:
1519-1525
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Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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