1.
Elementary Analyse Muddy and Sandy River Noembankment Channel Water the Head of Channeland Channel of River Prevention and Cure Measure
浅析多泥砂河流无坝取水渠首及其河道整治措施
2.
Preliminary Studies on the Depth Selection of Seepage Calculation on the Infinite Deep Pervious Foundation
大坝无限深透水地基渗流计算深度选取初探
3.
Analysis of Design and Operation of Selective Withdrawal Modifications of Hungry Horse Dam
饿马水坝分层取水系统改建设计和运行分析
4.
The nonsingular BEM for the problem of earthquake-induced hydrodynamic pressure towards the dam
迎水坝面地震动水压力的无奇异边界元分析
5.
Seepage Control Calculation Model and Relevant Problem of Earth-rock Dam on Infinite Deep Pervious Foundation;
无限深透水地基上土石坝坝基渗流控制计算模型及有关问题研究
6.
The Seepage Calculation Methods Study of the Vertical Seepage Control Wall on the Earth-rock Dam, Which Based on the Infinite Deep Pervious Foundation;
无限深透水地基上的土石坝坝基垂直防渗体的渗流计算研究
7.
Drilling Coring Technology for Study on Stability against Sliding in Dam Foundation of Wudu Reservoir
武都水库坝基抗滑稳定研究钻探取心工艺
8.
dam:To hold back or confine by means of a dam.
"用水坝阻止,用水坝限制"
9.
To hold back or confine by means of a dam.
用水坝阻止，用水坝限制
10.
To get even more power out of the flowing water, the government started building dams.
为了从奔流河水中取得更多水力，政府开始建筑水坝。
11.
The Research and Test of No-cover Consolidation Grout in 27# Dam Segment of Goupitan Hydropower Station;
构皮滩水电站27#坝段无盖重固结灌浆试验研究
12.
Application of Caisson with Concrete without Sand in the Dewatering Engineering of Tailing Dam
无砂混凝土沉井在尾矿坝降水工程中的应用
13.
Application of High-density Electric Survey in Reservoir Dam Foundation Nondestructive Testing
高密度电法在水库坝基无损检测中的应用
14.
Experimental Study on Non-Cover-Weight Grouting at Bank-slope Monolith of Goupitan Hydropower Station
构皮滩水电站岸坡坝段无盖重灌浆试验研究
15.
People's governments at all levels and the relevant administrative departments should strengthen the supervision and management of tailings dams and take measures to avoid the collapse of dams in floodwater.
各级人民政府和有关主管部门应当加强对尾矿坝的监督管理，采取措施，避免因洪水导致垮坝。
16.
A model of nonartesian-artesian pumping well and new techniques of "water dam" hole-well cleaning are put forward.
提出了无压－承压井抽水模式和“拦水坝”式冲孔洗井等新工艺。
17.
Seepage Numerical Caculation of Earth-rock Dam on Infinite Deep Pervious Foundation with Horizontal Impervious Blanket;
无限深透水地基上土石坝水平铺盖防渗体渗流的数值解
18.
After three days of observation, they found out why the dam was sinking and took measures to stop it.
经过三天的观察，他们找到了水坝塌陷的原因，并采取了制止的措施。