首页> 中文期刊> 《国际泥沙研究:英文版》 >IMPACTS OF DIMENSION AND SLOPE OF SUBMERGED SPUR DIKES ON LOCAL SCOUR PROCESSES-AN EXPERIMENTAL STUDY

IMPACTS OF DIMENSION AND SLOPE OF SUBMERGED SPUR DIKES ON LOCAL SCOUR PROCESSES-AN EXPERIMENTAL STUDY

         

摘要

In this experimental study, the impacts of the slope of the upstream face of submerged spur dikes on scour patterns in the vicinity of the submerged spur dike have been investigated. Associated hydraulic parameters for scour initiation have been studied. The dependence of the criteria for scour initiation and scour patterns on the dike dimensions such as the dike length and height has been assessed. It is found that the maximum depth of a scour hole is localized upstream of the spur dike end. The location of the maximum scouring depth, the end of the spur dike, and the spot with the maximum deposition are nearly aligned and form a line approximately parallel to the flume wall. Results show that the proper selection of a sloped upstream face of the spur dike can significantly reduce the maximum scour depth and scour volume in the vicinity of the submerged spur dike. Equations have been established to describe the dependence of the criteria for scour initiation and the maximum depth of the scour hole on the Froude number of the flow, the blockage of the cross section by the spur dikes, the slope of upstream face of the spur dike, and the grain size of the bed material.

著录项

  • 来源
    《国际泥沙研究:英文版》 |2006年第2期|89-100|共12页
  • 作者单位

    Department of Civil Engineering;

    Hefei University of Technology;

    Anhui 230009;

    China;

    Environmental Science and Engineering;

    University of Northern British Columbia;

    Prince George;

    BC;

    Canada;

    V2N 4Z9;

    Anhui Institute of Architecture and Industry;

    Hefei;

    Anhui 230022;

    China;

  • 原文格式 PDF
  • 正文语种 chi
  • 中图分类 堤防;
  • 关键词

    堤防; 溯流; 河床; 河道整治;

    机译:脱桅堤;Froude号码;局部冲刷;冲刷深度;上游脸(SUF)的斜坡堤防;淹没的刺激堤防;
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