Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/12388
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dc.contributorLund University.-
dc.contributor.authorHanson, Hans.-
dc.contributor.authorKraus, Nicholas C.-
dc.date.accessioned2016-07-06T14:22:13Z-
dc.date.available2016-07-06T14:22:13Z-
dc.date.issued1986-04-
dc.identifier.urihttp://hdl.handle.net/11681/12388-
dc.descriptionTechnical Report-
dc.descriptionAbstract: This report gives a complete description of the method of Hanson and Kraus (1985) for implementing the seawall boundary condition in the shoreline change numerical model. The physical basis and governing principles are discussed in a descriptive way in Parts I and II. Technical details of the shoreline model and implementation of the seawall boundary condition are given in Part III. Example calculation and computer programs for both the explicit and implicit numerical solution schemes are also given.-
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/1032544-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; CERC-86-3.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectSeawalls-
dc.subjectSea-walls-
dc.subjectCoast changes-
dc.subjectCoastal changes-
dc.subjectBeach erosion-
dc.subjectMathematical models-
dc.subjectNumerical models-
dc.subjectShore protection-
dc.subjectCoastal engineering-
dc.titleSeawall boundary condition in numerical models of shoreline evolution-
dc.typeReporten_US
Appears in Collections:Technical Report

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