Please use this identifier to cite or link to this item: 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

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