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dc.contributor.authorCoastal Engineering Research Center (U.S.)-
dc.descriptionTechnical note-
dc.descriptionPurpose: To present a method for estimating the dimensionless proportionality factor K used in the relationship for predicting cohensionless longshore sediment transport as given in the Shore Protection Manual (SPM) (1984) and presented as follows (Equation 4-48). The suggested relationship for K will allow SPM equation (4-48) to be extended to sand beaches with varying sediment size and to non-sand beaches (i.e. shell, cobble) where sediment fall velocity is known.-
dc.publisherCoastal Engineering Research Center (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesCoastal engineering technical note ; CETN-II-11.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectLongshore sediment transport-
dc.subjectSand beaches-
dc.titleSediment size and fall velocity effects on longshore sediment transport-
Appears in Collections:Technical Note

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