Efficiency of perforated breakwater and associated energy dissipation
The flow field behavior in the vicinity of a perforated breakwater and the efficiency of the breakwater under regular waves were studied. To examine the efficiency of the structure thirteen types of regular wave conditions with wave periods T = 1, 1.2, 1.6, 2, 2.5 sec and wave heights Hi = 2, 4, 6,...
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| Format: | Others |
| Language: | en_US |
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Texas A&M University
2008
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| Online Access: | http://hdl.handle.net/1969.1/85807 |
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