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contributor authorJohn R. C. Hsu
contributor authorRichard Silvester
date accessioned2017-05-08T21:09:26Z
date available2017-05-08T21:09:26Z
date copyrightMay 1990
date issued1990
identifier other%28asce%290733-950x%281990%29116%3A3%28362%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40809
description abstractThe simple case of sand accretion behind an impermeable breakwater parallel to the shoreline with normally incident waves is treated. The cuspate foreland or salient so formed has an apex whose location from the breakwater is dependent upon the ratio of the length of the breakwater to its distance offshore. The waterline shape on each side of the apex can be defined by relationships from crenulate‐shaped bays formed between headlands. Since static equilibrium is assumed these shapes are independent of wave characteristics, sedimentary material used in models, and location of the original breaker line. The intersection of the two adjacent beaches at the centerline as the distance from the breakwater can be used in identifying limits for tombolo formation.
publisherAmerican Society of Civil Engineers
titleAccretion Behind Single Offshore Breakwater
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1990)116:3(362)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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