Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/1920
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dc.contributor.authorHughes, Steven A.en_US
dc.creatorCoastal and Hydraulics Laboratory (U.S.)en_US
dc.creatorCoastal Inlets Research Program (U.S.)en_US
dc.date.accessioned2016-03-11T00:00:10Zen_US
dc.date.available2016-03-11T00:00:10Zen_US
dc.date.issued2003-09en_US
dc.identifier.govdocERDC/CHL CHETN-III-67en_US
dc.identifier.urihttp://hdl.handle.net/11681/1920en_US
dc.descriptionTechnical Noteen_US
dc.description.abstractPURPOSE: The Coastal and Hydraulics Engineering Technical Note (CHETN) described herein provides information about a new wave parameter for characterizing wave processes at coastal structures. A description of the parameter is given along with sample calculations for periodic waves and solitary waves. The first application of this physically relevant parameter has been development of new empirical relationships for irregular wave runup on smooth, impermeable slopes described in CHETN-III-68 (Hughes 2003).en_US
dc.description.sponsorshipCoastal Inlets Research Program (U.S.)en_US
dc.format.extent12 pages/293.15 kBen_US
dc.format.mediumPDFen_US
dc.language.isoen_USen_US
dc.publisherEngineer Research and Development Center (U.S.)en_US
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1000374en_US
dc.relation.ispartofseriesTechnical note (Coastal and Hydraulics Engineering (U.S.)) ; no.ERDC/CHL CHETN-III-67en_US
dc.rightsApproved for public release; distribution is unlimiteden_US
dc.sourceThis Digital Resource was created from scans of the Print Resourceen_US
dc.subjectCalculationsen_US
dc.subjectCurvesen_US
dc.subjectNonlinear Theoryen_US
dc.subjectWaveen_US
dc.subjectWave heighten_US
dc.subjectWave momentum fluxen_US
dc.subjectWave parametersen_US
dc.subjectCoastal Inlets Research Program (U.S.)en_US
dc.titleWave momentum flux parameter for coastal structure designen_US
dc.typeReporten_US
Appears in Collections:Technical Note
Technical Note

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