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Apr 26, 2012
Numerical Simulations of Hydraulic Overflow Pressure Acting on Structures Behind the Seawall
Authors: Taro Arikawa and Ken-ichiro ShimosakoAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
The 2D numerical wave flume based on VOF method, called CADMAS-SURF, was applied the hydraulic pressures acting on the structures due to the flooded water. The validity of this model verified due to comparison with experimental data. Then the numerical simulation of the hydraulic pressures was carried out. The numerical results suggested the importance of detached breakwaters to decrease the amount of flooded water and hydraulic pressures.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Taro Arikawa
Research Eng., Maritime Structures Division, Marine Environment and Engineering Department, Port and Airport Research Institute, 3-1-1 Nagase, Yokosuka, Kanagawa 239-0826, JAPAN
Ken-ichiro Shimosako
Head, Maritime Structures Division, Marine Environment and Engineering, Department, Port and Airport Research Institute
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.