Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/7638
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Fuller, Billy D. | - |
dc.date.accessioned | 2016-05-06T14:33:47Z | - |
dc.date.available | 2016-05-06T14:33:47Z | - |
dc.date.issued | 2003 | - |
dc.identifier.uri | http://hdl.handle.net/11681/7638 | - |
dc.description | Technical report | - |
dc.description | 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. | - |
dc.publisher | Cold Regions Research and Engineering Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1000726 | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource. | - |
dc.subject | Bridge pier | - |
dc.subject | Bypass channel | - |
dc.subject | Channel roughness | - |
dc.subject | Channel velocities | - |
dc.subject | Control structure | - |
dc.subject | Design roughness | - |
dc.subject | Flood flow | - |
dc.subject | Flow distribution | - |
dc.subject | Sediment | - |
dc.subject | Tailwater sensitivity | - |
dc.subject | Water-surface profiles | - |
dc.subject | Weir | - |
dc.subject | Weir coefficient | - |
dc.title | (Appendix C) Upper Guadalupe River flood control weir, San Jose, California | - |
dc.type | Report | - |
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 |