Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/13139
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dc.contributorUnited States. Army. Corps of Engineers. Walla Walla District.-
dc.contributor.authorRobinson, Deborah W.-
dc.contributor.authorCopeland, Ronald R.-
dc.date.accessioned2016-07-18T15:21:25Z-
dc.date.available2016-07-18T15:21:25Z-
dc.date.issued1986-05-
dc.identifier.urihttp://hdl.handle.net/11681/13139-
dc.descriptionTechnical Report-
dc.descriptionAbstract: A 1 :10-scale hydraulic model simulated a 40- ft-wide section of the channel with five stabilizers in a sand-gravel bed stream. Scour depths downstream from the stabilizers were observed and riprap protection was recommended. Riprap protection along the side slopes was also recommended.-
dc.publisherHydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1033082-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; HL-86-2.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectChannels-
dc.subjectHydraulic models-
dc.subjectMill Creek Channel-
dc.subjectWalla Walla, Washington-
dc.subjectScour-
dc.subjectHydraulic structures-
dc.subjectStructural stability-
dc.titleMill Creek Channel, Walla Walla, Washington : hydraulic model investigation-
dc.typeDOCUMENT-
Appears in Collections:Technical Report

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