Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/2028
Full metadata record
DC Field | Value | Language |
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dc.contributor.author | Scott, Stephen H. | - |
dc.contributor.author | Jai, Yafei | - |
dc.contributor.author | Wang, Sam S. Y. | - |
dc.contributor.author | Xu, Yichun | - |
dc.date.accessioned | 2016-03-11T00:16:57Z | - |
dc.date.available | 2016-03-11T00:16:57Z | - |
dc.date.issued | 2001-09 | - |
dc.identifier.uri | http://hdl.handle.net/11681/2028 | - |
dc.description | Technical note | - |
dc.description | PURPOSE: This Coastal and Hydraulics Engineering Technical Note presents the results of three-dimensional numerical model simulations of Victoria Bendway in the Mississippi River. The primary purpose of this study was threefold: (a) to better understand the near field hydrodynamics adjacent to submerged bendway weirs, (b) to provide insight into the effectiveness of submerged weirs for improving navigation in bendways, and (c) to determine optimum design variables and flow conditions for improving weir field design. | - |
dc.publisher | Coastal and Hydraulics Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1000449 | - |
dc.relation.ispartofseries | Technical note (Coastal and Hydraulics Engineering (U.S.)) ; VII-1. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of Print Sources. | - |
dc.subject | Bendways | - |
dc.subject | Channel | - |
dc.subject | Helical flows | - |
dc.subject | Near-field hydrodynamics | - |
dc.subject | Mississippi River | - |
dc.subject | Scour | - |
dc.subject | Victoria Bendway | - |
dc.subject | Weir | - |
dc.subject | Weir field design | - |
dc.title | Analysis of near-field hydrodynamics of submerged weirs | - |
dc.type | Report | en_US |
Appears in Collections: | Technical Note |
Files in This Item:
File | Description | Size | Format | |
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CHETN-VII-1.pdf | 3.2 MB | Adobe PDF | View/Open |