Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/10634
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dc.contributorPort of Los Angeles-
dc.contributor.authorOutlaw, Douglas G.-
dc.contributor.authorHouston, James R. (James Robert), 1947--
dc.date.accessioned2016-06-20T14:04:33Z-
dc.date.available2016-06-20T14:04:33Z-
dc.date.issued1981-06-
dc.identifier.urihttp://hdl.handle.net/11681/10634-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: A hybrid finite-element numerical model was used to calculate harbor resonance, relative to that for existing conditions, for proposed non-Federal dredging adjacent to East Channel in the Port of Los Angeles. The numerical model yields convergent solutions for harbors of arbitrary shape and variable depth. The response of East Channel to long- period wave excitation was calculated over the 60- to 600-sec range for each plan. Wave-height amplification was similar at periods less than 200 sec; however, amplification of the fundamental mode of oscillation (near a period of 6 min for each plan) was significantly different.-
dc.publisherHydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1034607-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; HL-81-3.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectFinite element method-
dc.subjectMathematical models-
dc.subjectNumerical models-
dc.subjectHarbor oscillations-
dc.subjectLos Angeles Harbor-
dc.subjectHarbor resonance-
dc.subjectPort of Los Angeles-
dc.subjectCalifornia-
dc.titleNumerical analysis of harbor resonance response in East Channel Los Angeles Harbor-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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