• 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