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dc.contributor.authorRobert A. Dalrymple
dc.date.accessioned2017-05-08T22:05:20Z
dc.date.available2017-05-08T22:05:20Z
dc.date.copyrightMarch 1992
dc.date.issued1992
dc.identifier.other21269476.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70993
dc.description.abstractUsing the results of large‐scale wave tank tests of monochromatic waves breaking on sandy beaches, Larson and Kraus have shown that storm (barred) and normal (nonbarred) equilibrium beach profiles can be segregated in terms of two‐dimensionless parameters, which involve wave and sediment characteristics. Here, by rearranging their results, a single dimensionless parameter is developed that predicts the occurrence of storm or normal profiles. The profile parameter
dc.publisherAmerican Society of Civil Engineers
dc.titlePrediction of Storm/Normal Beach Profiles
dc.typeJournal Paper
dc.journal.volume118
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)0733-950X(1992)118:2(193)
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
dc.contenttypeFulltext


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