1) gravity leakage
重力渗透
2) infiltration gravitational water
渗透重力水
4) Osmotic Pressure
渗透压力
1.
The problem that the osmotic pressure of the outwater wells in every pumping station is too high during the first water diversion experiment and later developments are emphatically discussed.
简要介绍了引黄工程泵站建筑物的结构特性、安全监测情况以及通水以后安全监测量的变化特点,集中讨论了首次试通水期监测数据反映出的各泵站普遍存在的出水竖井渗透压力过大的问题及其后续发展情况,从一个角度揭示了引水工程安全监测工作的重要意义。
2.
In the stress and stability analysis of dam and rock slope with Finite Element Method (FEM), face loads are usually used to act on one side of elements of the interface between dam and foundation and the structural planes for simulation of the osmotic pressure on the interface and the planes.
用有限元法分析大坝、岩体边坡的应力和稳定性时,不少人在坝基面和结构面单元的某一侧上施加面力,用以模拟作用在这些面上的渗透压力。
5) seepage force
渗透力
1.
Calculation of dewatering depth of confined water under foundation pits by use of submerged weight of overburden soil and seepage force;
用覆盖层土的浮重与渗透力计算基坑下承压水降深
2.
Calculation of groundwater seepage force and stability analysis of slopes;
斜坡地下水渗透力计算与稳定性分析
3.
Face stability analysis of tunnels with consideration of seepage force
渗透力对隧道开挖面稳定性影响分析
6) waterpower infiltration
水力渗透
补充资料：WZ型无重力粒子混合机
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