Chapter
Dec 31, 2015
Wave Transmission through Permeable Breakwaters
Authors: Charles K. Sollitt and Ralph H. CrossAuthor Affiliations
Publication: Coastal Engineering 1972
Abstract
A theory is derived to predict ocean wave reflection and transmission at a permeable breakwater of rectangular cross section. The theory solves for a damped wave component within the breakwater and matches boundary conditions at the windward and leeward breakwater faces to predict the reflected and transmitted wave components. An approximate solution to conventional rubble mound breakwater designs is formulated in terms of an equivalent rectangular breakwater with an additional consideration for wave breaking. Experimental and theoretical results are compared and evaluated.
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Published In
Coastal Engineering 1972
Pages: 1827 - 1846
Copyright
© 1973 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
Affiliations
Charles K. Sollitt
Asst. Professor
Oregon State University
Ralph H. Cross
Coastal Engineer
Alpine Geophysical Assocs., Inc.
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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.