水流通过电厂底部的泄水孔排出。
利用水力水文计算基本原理，研究了竖曲线内桥面泄水孔间距。
This paper studied the design of scupper spacing of deck in vertical curve with the basic principle of hydraulic and hydrologic compute.
地表移动把右侧的泄水孔抬高了大约11米，右侧霸孔抬高2米左右。
The ground movement raised the left part of these bays about 11m (36ft) and the right side by about 2m (7ft).
因此研究泄水孔流道有无钢衬以及不同钢衬厚度对孔口应力的影响很有必要。
Therefore, the study of scupper flow channel whether steel liner as well as different steel liner thickness on the impact of orifice stress is necessary.
泄水孔有无钢衬以及钢衬厚度的改变基本不影响上下游悬臂结构的应力状态。
Scuppers whether changing the thickness of steel liner or lining the steel liner or not does not affect the basic structure of upper and lower cantilever stress state.
最后，文章以茶岭新村边坡支护工程为例，说明了降雨对边坡稳定的影响以及排水沟和泄水孔等在边坡支护中的运用。
At last, taking the dialing Xincun slope harnessing engineering as the example, the slope stability under the affection of rainfall and the application of drain ditch and drain hole are accounted for.
通过数值模拟计算，分析了在海底隧道的施工期，从隧道工作面通过排水孔泄水的效果。
Numerical analyses are performed to analyze the water head controlling effect on the tunnel face by drainage holes during the construction of subsea tunnels.
通过数值模拟计算，分析了在海底隧道的施工期，从隧道工作面通过排水孔泄水的效果。
Numerical analyses are performed to analyze the water head controlling effect on the tunnel face by drainage holes during the construction of subsea tunnels.
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