DocumentCode
3235358
Title
Study on maximum scour depth of slanting stream in gravel channel
Author
Hou Ji ; Liu Xingnian ; Huang Er ; Yang Fengguang ; Guo Xiaoming
Author_Institution
State Key Lab. of Hydraulics & Mountain River Eng., Sichuan Univ., Chengdu, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2632
Lastpage
2635
Abstract
The local scour depth is a key parameter in the design of levee engineering. Based on experiment data, a non-dimensional analysis for the prediction of local scour depth of slanting stream is presented. The maximum scour depth is related to the approach flow velocity, flow depth, flow angle, slope of levee and the particle size of the bed sediment. The test experience formula for estimation of the local maximum depth in gravel channel is also given, it can be employed for engineers in the determination of the levee engineering design.
Keywords
design engineering; structural engineering; design; gravel channel; levee engineering; maximum scour depth; slanting stream; Bridges; Channel estimation; Estimation; Laboratories; Levee; Rivers; Water resources; gravel channel; levee engineering; scour depth; slanting sream;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775192
Filename
5775192
Link To Document