Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/1921
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dc.contributor.authorHughes, Steven A.-
dc.date.accessioned2016-03-11T00:00:10Z-
dc.date.available2016-03-11T00:00:10Z-
dc.date.issued2003-09-
dc.identifier.urihttp://hdl.handle.net/11681/1921-
dc.descriptionTechnical note-
dc.descriptionPURPOSE: The Coastal and Hydraulics Engineering Technical Note (CHETN) described herein provides new formulas for improved estimation of irregular wave runup on smooth impermeable slopes. The runup guidance is based on the recently introduced wave momentum flux parameter described in CHETN III-67 (Hughes 2003). Sample calculations illustrate application of the formulas.-
dc.publisherCoastal and Hydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1000375-
dc.relation.ispartofseriesTechnical note (Coastal and Hydraulics Engineering (U.S.)) ; III-68.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectIrregular waves-
dc.subjectRunup-
dc.subjectSlopes-
dc.subjectStill-water level-
dc.subjectWave crest-
dc.subjectWave parameters-
dc.subjectWave momentum flux-
dc.titleEstimating irregular wave runup on smooth, impermeable slopes-
dc.typeDOCUMENT-
Appears in Collections:CHETN - SECTION 03 - Coastal Structures
Technical Note

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