Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2121
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dc.contributor.authorCoastal Engineering Research Center (U.S.)-
dc.date.accessioned2016-03-11T18:43:05Z-
dc.date.available2016-03-11T18:43:05Z-
dc.date.issued1981-10-
dc.identifier.urihttp://hdl.handle.net/11681/2121-
dc.descriptionTechnical note-
dc.descriptionPurpose: To present a method for selecting a cross section where initial beach-fill material can be placed with conventional construction equipment so that wave action can distribute the material to the design profile.-
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/1000159-
dc.relation.ispartofseriesCoastal engineering technical note ; CETN-II-5.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectBeach-
dc.subjectBerm-
dc.subjectSand-
dc.subjectEquilibrium design slope-
dc.subjectWater-
dc.subjectWaves-
dc.subjectWave action-
dc.titleSelecting construction profiles for initial placement of beach fills-
dc.typeReporten_US
Appears in Collections:Technical Note

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