1) critical water level
临界水位
1.
At same time,the critical water level is proposed in accord with the trend of.
同时以大坝综合渗透率是否随时间增大为标准,提出了监控大坝渗流稳定的临界水位,对实际运行监控有一定意义。
2.
In the paper,the critical water lever is determined according to the linear cor re lation between land subsidence and groundwater drawdown,simultaneously,as comp ared with the critical water level by preconsolidation stress,the results show t hat their physical meaning is agreeable for two methods of acquiring critical w ater le vel,only exist some differences on value domain.
该文通过地面沉降与地下水头降深之间的线性相关关系来确定临界水位,并将其与根据超固结应力确定的临界水位进行比较,结果表明:两种理论依据下提出的临界水位具有相同的物理意义,仅在值域上存在一些差异。
2) critical water-level
临界水位
1.
Deformation mechanism of over-consolidation soil and land subsidence controlled by critical water-level;
超固结土层垂向形变机理及临界水位控沉分析——以西安南郊钻孔土样研究为例
3) working out water level at critical period
临界期水位
4) disaster causal critical water table
成灾临界水位
1.
Based on the previous research,the concept of "disaster causal critical water table" and its general identification method are propounded for the first time.
在分析以往研究不足的基础上,首次提出了地面沉降成灾临界水位的概念及一般确定方法。
5) declined amplitude of critical water level
临界水位降幅
6) critical groundwater level
临界地下水位
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