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https://hdl.handle.net/11681/13578| Title: | Corte Madera Creek sedimentation study : numerical model investigation |
| Authors: | United States. Army. Corps of Engineers. Sacramento District. Copeland, Ronald R. Thomas, William A., 1938- |
| Keywords: | Corte Madera Creek Flood control Gravel bed rivers HEC-6 Computer programs Numerical models Mathematical models Sedimentation Marin County, California |
| 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-89-6. |
| Description: | Technical Report Abstract: A one-dimensional numerical model was used to determine the effects of sediment deposition in the Corte Madera Creek flood control channel. The effect of accumulated gravel deposits in the concrete-lined channel on hydraulic roughness was evaluated. The effect of a proposed sediment trap at the upstream end of the project on reducing gravel deposits was determined. The performance of the project during a design flood event was simulated. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/13578 |
| Appears in Collections: | Technical Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| TR-HL-89-6.pdf | 6.77 MB | Adobe PDF |  View/Open |