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1)  the decrease of reservoir level
库水位降落
1.
All research results identify that the mode of the decrease of reservoir level is key mode to control stability of the landslide and must be control mode in harness of the landslide.
研究结果表明 ,库水位降落是库岸滑坡稳定性变化的控制工况 ,此工况应该作为滑坡治理的设计工
2)  drop in water level of reservoir
库位降落
1.
In this paper,based on Analysis on mechanism of Dingzhuang industry area Landslides and the author,s practical experiences,the four factors of landslides occurrence are presented,which are intrinsic factor,drop in water level of reservoir,torrential and earthquake.
笔者通过对丰都丁庄裂口工业区滑坡的机理分析及工程实践经验,总结出了滑坡致滑的四大主要因子———内因、库位降落、暴雨和地震。
3)  fall of level
水位降落
1.
Discussion on fall of level at the down reach of dams;
枢纽下游水位降落问题探讨
4)  descent value of water level
水位降落值
5)  sudden drawdown of reservoir water level
库水位骤降
1.
Both the sudden drawdown of reservoir water level and rainstorm infiltration become major factors that effect on the stability of landslide.
三峡水库蓄水及水位波动,将极大地改变滑坡体内的水文地质条件,库水位骤降和暴雨入渗是导致滑坡的主要因素。
6)  reservoir fluctuation
库水位升降
1.
It is needed to confirm the position of shallow water table in the reservoir banks under combination of rainfall and reservoir fluctuation conditions.
对岸坡进行稳定性分析时,需要确定库水位升降和降雨联合作用下岸坡中浸润线的位置,为此以均质土坡为地质模型,考虑在库水位升降与降雨入渗联合作用下岸坡中的非稳定渗流计算,推得库水位升降和降雨联合作用时岸坡中浸润线的计算公式;通过计算得到浸润线的动态变化规律以及压力传导系数、库水位升降速度和降雨强度对浸润线的影响,为库水位变化和降雨条件下岸坡的稳定性分析提供了依据。
补充资料:地下水水位观测(见水位观测)


地下水水位观测(见水位观测)


d ixiashui shuiwei guanee地下水水位观测见水位观测。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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