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contributor authorFred E. Camfield
date accessioned2017-05-08T21:09:29Z
date available2017-05-08T21:09:29Z
date copyrightJanuary 1991
date issued1991
identifier other%28asce%290733-950x%281991%29117%3A1%2876%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40851
description abstractRevised criteria is presented for wave shoaling after breaking on a plane beach and for resulting wave forces on a wall landward of the still-water line. Existing criteria is based on the assumption that the wave height above still water will remain constant between the point of wave breaking and the shoreline. A review of experiments carried out by several different researchers shows a marked reduction in wave height following breaking; and the assumption used in existing criteria will overestimate wave heights by a factor of four and wave forces by a factor of 16. New criteria is presented that more accurately predicts the height of a broken wave. Revised equations are given for calculating resulting wave forces.
publisherAmerican Society of Civil Engineers
titleWave Forces on Wall
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1991)117:1(76)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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