Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/7398
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dc.contributor.authorStockstill, Richard L.-
dc.contributor.authorHite, John E.-
dc.date.accessioned2016-05-06T14:32:22Z-
dc.date.available2016-05-06T14:32:22Z-
dc.date.issued1998-04-
dc.identifier.urihttp://hdl.handle.net/11681/7398-
dc.descriptionTechnical report-
dc.descriptionBecause the existing Kentucky Lock, located on the Tennessee River, is operating at capacity, an additional 1, 200-ft-long by 110-ft -wide lock is projected to be necessary to satisfy future capacity requirements. The new lock features a through-the-sill intake that carries flow to a multiport filling and emptying system. Two alternatives for the lock discharge outlet in the lower lock approach. The other plan had a landside channel that discharge downstream of the lower approach guide wall. The two-dimensional (2D), depth-averaged flow model, HIVEL2D, was used to simulate the unsteady velocities and water-surface elevations in the lower lock approach resulting from lock emptying operations. The HIVEL2D model was chosen for this study because it provides numerically stable solutions for advection-dominated flow containing large gradients in the flow variables. THE HIVEL2D code was modified to allow specification of time-dependent inflow boundary conditions. Simulations of the flow conditions in the lower lock approach for the proposed 1,200-ft lock were performed to evaluate the interlaced lateral and landside channel discharge alternatives.-
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/1000544-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; CHL-98-9.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectFinite element-
dc.subjectKentucky Lock-
dc.subjectLock (Waterways)-
dc.subjectNumerical models-
dc.subjectTennessee River-
dc.subjectTwo-dimensional-
dc.subjectUnsteady flow-
dc.titleApplication of a two-dimensional model of hydrodynamics to the lower approach of the New Kentucky Lock, Tennessee River, Kentucky: numerical model investigation-
dc.typeDOCUMENT-
Appears in Collections:Technical Report

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