Please use this identifier to cite or link to this item:
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
Tailwater sensitivity
Water-surface profiles
Weir coefficient
Issue Date: 2003
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.
Appears in Collections:Technical Report

Files in This Item:
File Description SizeFormat 
CHL-TR-03-17-C.pdf15.58 MBAdobe PDFThumbnail

Items in Knowledge Core are protected by copyright, with all rights reserved, unless otherwise indicated.