Red River Waterway Sedimentation Study Downstream from Lock and Dam Number 1. Numerical Model Investigation
1988
Copeland, Ronald R. | Thomas, William A.
The effect of recently constructed and proposed channel improvements on sedimentation in the Red River downstream from Lock and Dam NO. 1 were investigated. A one-dimensional numerical model (HEC-6) was used to evaluate the effect of contraction works on dredging requirements in the navigation channel. A two-dimensional numerical model (TABS-2) was used to evaluate proposals to reduce deposition in the downstream lock approach channel at Lock and Dam No. 1. Recommendations were made to reduce sediment problems in the study reach.
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书目信息
其它主题
Downstream flow; Channels(waterways); *sedimentation; Deposition; Two dimensional; Red river(louisiana); Limnology and potamology; Sediments; One dimensional
语言
英语
许可
http://stinet.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA196855Approved for public release; distribution is unlimited.
类型
Text
来源
ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LABDTIC AND NTIS
团体作者
ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB
2013-06-15
AGRIS AP
