Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2862
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dc.contributor.authorLesnik, John R.-
dc.date.accessioned2016-03-15T14:27:51Z-
dc.date.available2016-03-15T14:27:51Z-
dc.date.issued1977-09-
dc.identifier.urihttp://hdl.handle.net/11681/2862-
dc.descriptionTechnical Aid-
dc.descriptionAbstract: This report combines the material previously presented in Sections 2.62 and 3.85 of the Shore Protection Manual. Computation of wave setup on beaches as steep as 1 on 10 (m=0.01) can be easily determined by graphical means when incident wave conditions are defined. Practical applications are discussed and two example problems are provided.-
dc.publisherCoastal Engineering Research Center (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1007206-
dc.relation.ispartofseriesCoastal engineering technical aid ; no. 77-5.-
dc.rightsApproved for Public Release, Distribution is Unlimited-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectCoastal engineering-
dc.subjectCoastal structures-
dc.subjectWaves-
dc.subjectWave setup-
dc.subjectSloping beaches-
dc.titleWave setup on a sloping beach-
dc.typeReporten_US
Appears in Collections:Coastal Engineering Technical Aid

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