Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/13707
Title: | Red River Waterway, Lock and Dam No.3. Report 5, Sedimentation in lock approaches : TABS-2 numerical model investigation |
Authors: | United States. Army. Corps of Engineers. Vicksburg District. Copeland, Ronald R. Comes, Bradley. Thomas, William A., 1938- |
Keywords: | Navigation lock and dams Dams Locks Red River, Louisiana Sedimentation TABS-2 (computer program) Deposition Sediment transport Numerical models Mathematical models Channelization Red River Waterway |
Publisher: | Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Technical report (U.S. Army Engineer Waterways Experiment Station) ; HL-91-10 rept. 5. |
Description: | Technical Report Abstract: A two-dimensional numerical model, TABS-2, was used to predict fine sediment deposition in the lock approach channels upstream and downstream from Lock and Dam No. 3 on the Red River Waterway, Louisiana. The numerical model was used to evaluate the effects of various design changes on fine sediment deposition. These included the cross-section shape in the upstream lock approach channel, the distance between the lock wall and the first spillway gate, the number of openings in the ported guard wall, and location of a berm in the upstream channel. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/13707 |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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TR-HL-91-10-V5.pdf | 4.21 MB | Adobe PDF | ![]() View/Open |