1.
Grey water enters a soakaway via a grease trap.
废水通过油脂分离器后汇入渗水坑。
2.
In Europe of the seventeenth and eighteenth centuries, rural areas were regarded as population springs and the cities as population sinks.
在十七，十八世纪的欧洲，农村地区被认为是人口的源泉，而城市则被看成是人口的渗水坑。
3.
They used waterproof cement to prevent water from seeping through the roof of the tunnel.
他们用防水的水泥阻止水从坑道的顶上渗入。
4.
On the Drainage Construction Technique of Intensive Permeable Foundation Pit of Cuijiaying Navigation and Power Generation Project
崔家营航电枢纽工程强渗水基坑排水施工技术
5.
The Analysis of Calculating Ways of the Deep Foundation Pit with Seepage under the Influence of the Micro-arteasian;
微承压水作用下基坑渗流场计算方法的研究
6.
Study on Slope Stability of Foundation Pit under the Influence of Groundwater Seepage;
地下水渗流作用下基坑边坡稳定性研究
7.
The Coupling of Seepage Fields and Stress Field and Optimum Design in the Dewatering Excavation;
基坑降水的应力场与渗流场耦合及优化设计
8.
Determining the Dewatering of Dam Foundation Pit by Using the Finite Element Method for the Seepage Field
确定大坝基坑排水量的渗流场有限元数值模拟
9.
Construction Practice of High Permeable Sandy Soil Foundation of Local Secondary Precipitation
高渗透砂性土基坑局部二次降水的施工实践
10.
Seepage control on base of Seep3D in foundation pit with non-watertight bottom
基于Seep3D的底部强透水基坑渗流控制分析
11.
Numerical Simulation on Seepage Flow and Investigation on Measurement of Seepage Prevention in Deep Foundation Pit of Shawan Hydropower Station, Daduhe, Sichuan;
大渡河沙湾水电站工程厂房深基坑渗流计算及防渗处理措施研究
12.
Application of geosynthetic material in dam anti-seepage and diversion treatment of Baitukeng reservoir
土工合成材料在白土坑水库大坝防渗与导渗中的应用
13.
Soil moisture movement under varying-head infiltration is a basic theoretical problem of water storage pit irrigation.
变水头入渗条件下的土壤水分运动是蓄水坑灌的基本理论问题。
14.
Development of the sewerage collection and treatment system will be basically accomplished and sewerage percolation pits in the protection zone of ground drinking water sources will all been eliminated.
基本完成城市污水排除与处理系统建设，取消地下水饮用水源地防护区范围内的污水渗井、渗坑。
15.
Water infiltration of water storage pit irrigation is under varying-head conditions.
蓄水坑灌条件下的土壤入渗是在变水头作用下进行的。
16.
Changes of topsoil bulk density and saturated hydraulic conductivity under infiltration condition of water storage pit
蓄水坑入渗表层土壤体积质量和饱和导水率的变化
17.
Numerical Simulation and Controlling Research on Unsteady Seepage Foundation Pit with Highly Permeable Bottom;
底部深厚强透水基坑的非稳定渗流数值模拟与控制研究
18.
Appliance and Mechanism of Numeric Simulation of Unsteady Seepage in Precipitation-Recirculation Foundation Pit Project;
非稳定渗流的数值模拟在基坑降水和回灌中的研究和应用