NUMERICAL INVESTIGATION ON WATER DISCHARGE CAPABILITY OF SLUICE CAISSON OF TIDAL POWER PLANT

被引：0
|
作者：
Kim, G. [1 ]
Oh, S. -H. [2 ]
Lee, K. S. [2 ]
Han, I. S. [2 ]
Chae, J. W. [2 ]
Ahn, S. -J. [3 ]
机构：
[1] Mokpo Natl Maritime Univ, Div Ocean Syst Engn, Mokpo 530729, Jeollanam Do, South Korea
[2] Korea Ocean Res & Dev Inst, Coastal Engn Ocean Energy Res Dept, Ansan, South Korea
[3] GeoSystem Res, Gyounggi- do, South Korea
来源：
PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON APAC 2011 | 2012年
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中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
The design methodology of the sluice caisson structure is one of important factor that is close related to the efficiency in tidal power generation. When the sluice caisson is designed to maximize the water discharge capability, it is possible to minimize the number of sluice caissons for attaining the water amount required for achieving the target power generation, which results in reduction of the construction cost for the sluice caisson structure. The discharge capability of sluice caisson is dependent on the geometrical conditions of an apron structure which is placed in both sides of the sluice caisson. In this study, we investigated numerically the variation of water discharge capability of sluice caisson according to the geometrical conditions of apron. Flow fields are simulated with FLOW-3D software using VOF method.
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页数：7
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