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 :
بازگشت