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https://hdl.handle.net/11681/10680
Title: | A numerical model analysis of Mississippi River passes navigation channel improvements. Report 3, Bank breaching without Supplement 2 |
Authors: | United States. Army. Corps of Engineers. New Orleans District Richards, David R. Trawle, Michael J. |
Keywords: | Estuary Estuaries Mississippi River Stream channelization Mississippi River passes Louisiana Numerical model Mathematical model Dredging Sedimentation Sediment transport TABS-2 Computer programs |
Publisher: | Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; HL-87-2 rept.3. |
Description: | Miscellaneous Papers Abstract: The ramifications of not improving the banks of Southwest Pass of the Mississippi River are explored in terms of hydrodynamics and sedimentation. Both a general deterioration and a sharp breach of the banks at two points are investigated. Results from two-dimensional numerical hydrodynamic and sediment transport models are presented. The US Army Corps of Engineers TABS-2 modeling system is used. The constructed models cover the entire Mississippi River Delta downstream of Venice, Louisiana. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/10680 |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-HL-87-2-Report-3.pdf | 1.42 MB | Adobe PDF | View/Open |