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1)  sewage canal
排污明渠
2)  wastewater ditch
污水明渠
1.
This article has studied the role of clay overburden layer in prevention of contamination from seepage of wastewater ditch to underground water with a analogy method ,and in order to prevent contamination of seepage wastewater, the study defermined the critical thickness of clay overburd layer.
本文通过实际类比的研究方法 ,对粘土覆盖层防治污水明渠渗漏污染地下水的作用进行了探讨 ,并确定了粘土覆盖层防止地面污水渗漏污染地下水所必需的临界厚度范围。
3)  sewage in open channel
明渠污水
4)  contaminated rivers and ditches
排污河渠
1.
Through imitative experiment research on lead removal of contaminated rivers and ditches by three kinds of media of unsaturated zone,it is found that lead in contaminated rivers and ditches can be removed and depurated by different media, and removal ratio of lead increases with depth Different media have different removal results:medium sand have a higher removal ratio than coarse sand.
通过对 3种不同介质的包气带对排污河渠中铅的去除模拟实验研究发现 ,不同的介质对排污河渠中的铅都具有去除和净化的功能 ,并且随着包气带深度的增加 ,铅的去除率逐渐升高 ;不同的介质对铅的去除效果不同 ,中砂对铅的去除明显优于粗砂 。
5)  open drainage channel
排水明渠
1.
The article sets forth the selection of the design scheme of the open drainage channel to underpass the expressway, the tunnel design and construction step flow as well as the construction monitoring methods.
该文阐述了排水明渠下穿高速公路设计方案选择,隧道设计与施工步骤流程,以及施工监测方法。
6)  drainage by open canal
明渠排水
补充资料:《明渠及管道水流》
      实验水力学经典著作。作者是爱尔兰人R.曼宁,1816年生于诺曼底,1897年逝世。他曾任市政工程办公室主任工程师和爱尔兰土木工程师协会主席。本书稿于1889年提交该协会,次年刊登在该会学报第20卷上,作者修正了以前的阻力公式缺陷,提出了有关均匀流流速的新公式,即,式中K为实验系数;R为水力半径;J为水力坡度。
  

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