• DocumentCode
    2630523
  • Title

    Analysis for Reliability of Groyne Safety during Random Erosion Process

  • Author

    Qiu-cai, Zhen ; Wo-hua, Zhang ; Xian-yu, Jin

  • Author_Institution
    Key Lab. of Soft Soils & Geoenvironmental Eng., Zhejiang Univ., Hangzhou, China
  • Volume
    3
  • fYear
    2009
  • fDate
    March 31 2009-April 2 2009
  • Firstpage
    139
  • Lastpage
    143
  • Abstract
    This paper presents the mechanism of erosion scour in groyne of levee projects and a probability method of the reliability analysis for groyne erosion process under affects of random factors. The safety (stability) criterion of groyne erosion due to flow scour has been taken into account for that the equivalent gradient of the back-slope of the eroded pit near the head of the groyne should be less than that of a critical value of JD, which is related with the rest angle of the scoured out silt under water. In computational analysis, most important design factors have been taken into account for the correlated or in- depended random parameters in the reliability analysis. The developed analysis could provide an advanced basis on the reliability evaluation and design for groynes of levee projects.
  • Keywords
    erosion; geophysical techniques; marine engineering; probability; back-slope; computational analysis; design factors; eroded pit; erosion scour mechanism; groyne design; groyne erosion process; groyne head; groyne safety reliability analysis; independed random parameters; levee projects; probability method; scoured out silt under water; sea engineering; Civil engineering; Computer architecture; Computer science; Educational institutions; Information analysis; Levee; Performance analysis; Protection; Reliability engineering; Safety;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computer Science and Information Engineering, 2009 WRI World Congress on
  • Conference_Location
    Los Angeles, CA
  • Print_ISBN
    978-0-7695-3507-4
  • Type

    conf

  • DOI
    10.1109/CSIE.2009.635
  • Filename
    5170817