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https://hdl.handle.net/11681/7638| Title: | (Appendix C) Upper Guadalupe River flood control weir, San Jose, California |
| Authors: | Fuller, Billy D. |
| Keywords: | Bridge pier Bypass channel Channel roughness Channel velocities Control structure Design roughness Flood flow Flow distribution Sediment Tailwater sensitivity Water-surface profiles Weir Weir coefficient |
| Publisher: | Cold Regions Research and Engineering Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Description: | Technical report Tests were conducted on a 1:36 scale model of a portion of the Guadalupe River. The study was designed to investigate the design of a control weir located at the upstream end of a bypass channel. The bypass channel was designed to pass excess flow and prevent flooding for river flows up to a 100-year event. The original weir design was modified to achieve desired flow distribution and control. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/7638 |
| Appears in Collections: | Technical Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CHL-TR-03-17-C.pdf | 15.58 MB | Adobe PDF |  View/Open |