1. ERDC Knowledge Core
  2. Pre - Engineer Research and Development Center (ERDC)
  3. Hydraulics Laboratory - (8/1/1972 - 9/1996)
  4. Publication
  5. Technical Report
Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/13637
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dc.contributor.authorCarver, Robert D.-
dc.date.accessioned2016-08-18T19:14:58Z-
dc.date.available2016-08-18T19:14:58Z-
dc.date.issued1980-01-
dc.identifier.urihttp://hdl.handle.net/11681/13637-
dc.descriptionTechnical Report-
dc.descriptionPartial Abstract: Hydraulic model tests were conducted to determine the stability response of stone-armored breakwaters for a selected range of first underlayer weights. NOTE: The rest of the abstract for this report contained characters that could not be rendered by the character set of this program. See the digital file of the report for the complete abstract.-
dc.publisherHydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1033563-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; HL-80-1.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectArmor units-
dc.subjectStability-
dc.subjectStone armor-
dc.subjectBreakwaters-
dc.subjectWater wave action-
dc.subjectHydraulic models-
dc.subjectWater waves-
dc.subjectRubble-mound breakwaters-
dc.subjectHydraulic structures-
dc.titleEffects of first underlayer weight on the stability of stone-armored rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping : hydraulic model investigation-
dc.typeReporten_US
Appears in Collections:Technical Report

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