泥膜厚度对渗渠渗透系数的影响
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  • 英文篇名:Influence of Mud Film Thickness on Seepage Canal Permeability Coefficient
  • 作者:鲁娜
  • 英文作者:LU Na;Xinjiang Water Resources and Hydropower Survey Design and Research Institute;
  • 关键词:渗渠 ; 泥膜厚度 ; 渗透系数 ; 水工试验
  • 英文关键词:seepage canal;;mud film thickness;;permeability coefficient;;hydraulic test
  • 中文刊名:YNSD
  • 英文刊名:Yunnan Water Power
  • 机构:新疆水利水电勘测设计研究院;
  • 出版日期:2018-12-15
  • 出版单位:云南水力发电
  • 年:2018
  • 期:v.34;No.174
  • 语种:中文;
  • 页:YNSD201806016
  • 页数:3
  • CN:06
  • ISSN:53-1112/TK
  • 分类号:47-49
摘要
泥膜厚度是影响渗渠渗透系数的重要因素之一。独石化金沟河引水工程采用室内水工模型试验,得出泥膜厚度与渗透系数的关系曲线图,根据河流特点提出减小泥膜淤积厚度的建议,建议在渗管上设闸阀,在大洪水期时,可以关闭闸阀不取水,利用下渗水往上移动,对反滤料进行反冲洗,以提高反滤料的寿命,延长取水时间。
        The mud film thickness is one of the important factors that have influence on seepage canal permeability coefficient. The laboratory hydraulic model test was conducted for construction of the Jingouhe river water diversion project and the mud film thickness-permeability coefficient relation curves were obtained from the model test. It is proposed to reduce the mud film thickness according to the river characteristics. Gate valves are recommended to be installed on the seepage pipes, which can be closed to stop water taking during large floods, driving lower seepage water to move upward to flush filter material so that the life of filter material and the time of taking water could both be extended.
引文
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