首页 | 本学科首页   官方微博 | 高级检索  
     检索      

渗滤取水河床淤塞机理分析
引用本文:曾晓佳,李晓.渗滤取水河床淤塞机理分析[J].地下水,2006,28(6):58-61.
作者姓名:曾晓佳  李晓
作者单位:成都理工大学,环境与土木工程学院,四川,成都,610059
摘    要:研究天然滤床是否会淤塞,关系到渗滤取水工程的使用寿命.本文深入研究了滤床淤塞的三种机理,即悬浮物沉淀、吸附和水动力条件引起的物理淤塞;腐蚀、结垢引起的化学淤塞和微生物大量繁殖淤塞.提出了滤床的结构特征、河水水质、水动力条件及取水工艺是影响淤塞的主要因素,总结了防治淤塞的建议.

关 键 词:渗滤取水  滤床  淤塞
文章编号:1004-1184(2006)06-0058-04
收稿时间:2006-06-07
修稿时间:2006-06-07

Analysis on Silting Mechanism of the Seepage Bed
ZENG Xiaojia,LI Xiao.Analysis on Silting Mechanism of the Seepage Bed[J].Groundwater,2006,28(6):58-61.
Authors:ZENG Xiaojia  LI Xiao
Institution:College of Environment and Civil Engineering, Chengdu University of Technology and Science Chengdu 610059 , Sichuan
Abstract:To study filter bed would be silting is the key point concerning the expectancy service life of the filter project. The paper expound 3 mechanisms how the filter bed be silted. The 3 mechanics are physical silt by deposition, adsorption of suspension and hydrodynamic force, chemical silt by corrosion and mass reproductive microbe. It puts forward some main factors that influences the silt, which are structure characteristics of the filter bed, water quality of river, the condition of water force and the technology of water to be get.
Keywords:filter  filter bed and silting
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号