Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/7528
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dc.contributor.authorStockstill, Richard L.-
dc.date.accessioned2016-05-06T14:33:10Z-
dc.date.available2016-05-06T14:33:10Z-
dc.date.issued2002-08-
dc.identifier.urihttp://hdl.handle.net/11681/7528-
dc.descriptionTechnical report-
dc.descriptionA hydraulic analysis of the Whitten Lock filling and emptying system was performed. Evaluation of the culvert system was considered necessary because the lock structure has experienced damage over the past years on the roof of the crossover culvert. The purpose of this study was to determine whether or not the hydraulic conditions were significantly different from those anticipated during the design process and whether or not these hydraulic conditions were causing the damage to the crossover roof. A numerical model study of the lock provided peak velocities and pressure differences throughout the filling and emptying system. The numerical model results indicated that the hydraulic conditions were not significantly different from those observed in the hydraulic model study conducted during the project’s design phase. The current study also investigated the hydraulic consequences of various filling and emptying valve operations.-
dc.publisherCoastal and Hydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1000688-
dc.relation.ispartofseriesERDC/CHL TR ; 02-14.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Diigital Resource was created from scans of the Print Resources-
dc.subjectFilling and emptying systems-
dc.subjectLock-
dc.subjectLoss coefficients-
dc.subjectModel testing-
dc.subjectNumerical experiments-
dc.subjectTennessee-Tombigbee Waterway-
dc.subjectWhitten Lock-
dc.titleHydraulic evaluation of Whitten Lock filling and emptying system, Tennessee-Tombigbee Waterway, Mississippi-
dc.typeReporten_US
Appears in Collections:Technical Report

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