Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2155
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dc.contributor.authorCoastal Engineering Research Center (U.S.)-
dc.date.accessioned2016-03-11T18:43:11Z-
dc.date.available2016-03-11T18:43:11Z-
dc.date.issued1989-06-
dc.identifier.urihttp://hdl.handle.net/11681/2155-
dc.descriptionTechnical note-
dc.descriptionPurpose: To present a procedure to calculate potential longshore sand transport rates using Wave Information Study (WIS) Phase III hindcast wave estimates. Refraction and shoaling of incident linear waves are calculated using Snell's law and conservation of wave energy flux. A shallow-water wave breaking criterion defines wave properties at the break point, and potential longshore sand transport rates are calculated by means of the energy flux method in the Shore Protection Manual (SPM 1984).-
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1000172-
dc.relation.ispartofseriesCoastal engineering technical note ; CETN-II-19.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectWave Information Study-
dc.subjectRefraction-
dc.subjectShoaling-
dc.subjectSnell's law-
dc.subjectWave energy-
dc.subjectLongshore sand transport-
dc.subjectSand movement-
dc.subjectWave-
dc.titleEstimating potential longshore sand transport rates using WIS data-
dc.typeReporten_US
Appears in Collections:Technical Note

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