1) 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。
3) reservoir water level fluctuation
库水升降
1.
The simplified solution of phreatic saturation line under the actions of rainfall and reservoir water level fluctuation;
降雨及库水升降作用下地下水浸润线简化求解
4) water level variation
水位升降
1.
The authors studied the relationship between bank collapse and seepage failure of embankment foundation and the impact of flood soaking and water level variation on bank stability during flooding periods.
结合洪水期堤岸渗透与崩塌的特点,以岸滩稳定分析为基础,本文重点研究了崩滩与渗透险情的关系、洪水浸泡河岸及水位升降等对崩岸的影响。
5) rising of reservoir water level
库水位上升
1.
According to the water storage scheme considering the case of extreme rainfall in the Three Gorges reservoir region,transient seepage due to the rising of reservoir water level from 90 to 135m and rainstorm infiltration is calculated using the finite element method.
根据三峡水库一期蓄水方案和库区暴雨情况,利用有限元模拟库水位在90～135m波动和降雨时千将坪滑坡的暂态渗流场,将计算得到的暂态孔隙水压力分布用于滑坡的极限平衡分析,得出边坡稳定系数与库水位上升的关系。
6) 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。
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。
参考词条