Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/7638
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dc.contributor.authorFuller, Billy D.-
dc.date.accessioned2016-05-06T14:33:47Z-
dc.date.available2016-05-06T14:33:47Z-
dc.date.issued2003-
dc.identifier.urihttp://hdl.handle.net/11681/7638-
dc.descriptionTechnical report-
dc.descriptionTests were conducted on a 1:36 scale model of a portion of the Guadalupe River. The study was designed to investigate the design of a control weir located at the upstream end of a bypass channel. The bypass channel was designed to pass excess flow and prevent flooding for river flows up to a 100-year event. The original weir design was modified to achieve desired flow distribution and control.-
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1000726-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectBridge pier-
dc.subjectBypass channel-
dc.subjectChannel roughness-
dc.subjectChannel velocities-
dc.subjectControl structure-
dc.subjectDesign roughness-
dc.subjectFlood flow-
dc.subjectFlow distribution-
dc.subjectSediment-
dc.subjectTailwater sensitivity-
dc.subjectWater-surface profiles-
dc.subjectWeir-
dc.subjectWeir coefficient-
dc.title(Appendix C) Upper Guadalupe River flood control weir, San Jose, California-
dc.typeReport-
Appears in Collections:Technical Report

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