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https://hdl.handle.net/11681/10879
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DC Field | Value | Language |
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dc.contributor | United States. Army. Corps of Engineers. Huntington District | - |
dc.contributor.author | Patev, Robert C. | - |
dc.date.accessioned | 2016-06-20T14:08:00Z | - |
dc.date.available | 2016-06-20T14:08:00Z | - |
dc.date.issued | 2000-11 | - |
dc.identifier.uri | http://hdl.handle.net/11681/10879 | - |
dc.description | Technical Report | - |
dc.description | Abstract: This report describes the probabilistic barge impact analysis for the upper guide and guard walls at Marmet Locks and Dam. The report covers the results from the scale model experiments and the statistical processing of experimental data. Tow distributions are developed for the improved fleet at Marmet Locks. Probabilistic barge impact analysis is performed for both the foundation supports and the precast concrete beams of the upper approach walls. Return periods for barge impact loads are developed for usual, unusual, and extreme load cases. | - |
dc.publisher | Information Technology Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1003631 | - |
dc.relation.ispartofseries | ERDC/ITL TR 00-4. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created in Microsoft Word and Adobe Acrobat | - |
dc.subject | Barge impact | - |
dc.subject | Probabilistic | - |
dc.subject | Foundation | - |
dc.subject | Return period | - |
dc.subject | Guard walls | - |
dc.subject | Scale model experiments | - |
dc.subject | Guide walls | - |
dc.subject | Statistics | - |
dc.subject | Impact angles | - |
dc.subject | Tow distribution | - |
dc.subject | Marmet Locks and Dam | - |
dc.subject | Kanawha River | - |
dc.subject | Velocities | - |
dc.subject | Prestressed beam | - |
dc.title | Probabilistic barge impact analysis of the upper guide and guard walls at Marmet Locks and Dam | - |
dc.type | Report | en_US |
Appears in Collections: | Technical Report |