Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/8430
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dc.contributorUnited States. Army. Corps of Engineers. Los Angeles District.-
dc.contributor.authorCarver, Robert D.-
dc.date.accessioned2016-06-17T19:58:28Z-
dc.date.available2016-06-17T19:58:28Z-
dc.date.issued1984-09-
dc.identifier.urihttp://hdl.handle.net/11681/8430-
dc.descriptionMiscellaneous paper-
dc.descriptionAbstract: An undistorted scale hydraulic model study was conducted to investigate the stability response of two alternate types of breakwater sections considered for repair of the San Pedro Breakwater. Based on results of model tests, a molded concrete block repair section and a stone rubble-mound repair section that are more stable than the laid-up granite block section of the existing breakwater were developed.-
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/1042193-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; CERC-84-11.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectBreakwaters--Models-
dc.subjectSan Pedro Breakwater (Los Angeles, Calif.)-
dc.titleSan Pedro Breakwater repair study, Los Angeles, California : hydraulic model investigation-
dc.typeDOCUMENT-
Appears in Collections:Miscellaneous Paper

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