1) pumping level
抽水水位
2) pumping level
抽水潜水位
3) pumping
[英][pʌmp] [美][pʌmp]
抽水
1.
Study on two-well pumping seepage flow in joint rock;
节理岩体双孔抽水渗流研究
2.
Analysis of pumping in saturated multi-layered soil by using displacement function method
位移函数法求解饱和层状地基中的抽水问题
3.
Derived from the most outstanding characteristic of the effects which the grouting pressure has on grout diffusibility, this article poses a method, that suggests grouting and pumping are simultaneously applied, this method will be helpful to increase the grouting hydraulic gradient as well as expand the effective grout diffusivity rad.
本文从注浆压力对浆液扩散影响最显著的特点出发，提出用注浆孔与抽水孔同时工作的方法，这种方法可使浆液水力坡度增大，增加浆液有效扩散半径，提高深表土层注浆效果。
4) pump water
抽水
1.
The electricity-consumption to pump water is great in the Eastern Route Project of the South-to-North Water Diversion.
南水北调东线一期工程抽水用电量大,研究东线工程利用峰谷电价减少工程运行电费具有积极意义。
5) groundwater pumping
抽水
1.
Based on conservation of mass,this paper deduced a theoretical model for land subsidence caused by construction loading on unconsolidated strata,and compared it with the elastic model for subsidence controlled by groundwater pumping.
依据含水层质量守恒原理,推导了非固结地层在建筑荷载作用下的地面沉降机理模型,并将其与Jacob假定下抽水引起的地面沉降弹性模型相比较,结果发现两种模型的机理表达式完全一致,仅区别于水动力原因或实质的不同。
2.
Through an analysis of aquifer deformation machanism caused by groundwater pumping,the seepage flow equation with considering adynamic unit is deduced in this paper,and the mathematical model for the effect of aquifer deformation caused by groundwater pumping upon seepage field is presented.
通过分析抽水引起含水层变形机理,推导出了考虑单元体位移的渗流方程,提出了抽水引起含水层变形对渗流场影响的数学模型。
6) pumping water
抽水
1.
An exploratory model of secondary water-supply system and tactics of pumping water;
二次供水系统用水模型与抽水策略
2.
arst ground collapse by pumping water is a environment geology calamity which is caused by mankind S action.
抽水形成的岩溶地面塌陷，是一种不可忽视的人为活动诱发产生的环境地质灾害，危害十分严重；它发生的基本条件是：岩溶发育、基岩上覆松散盖层和大量抽取岩溶水；它发生的基本作用是：潜蚀作用和吸蚀作用；其过程十分复杂。
补充资料：巴斯康蒂抽水蓄能电站
| 巴斯康蒂抽水蓄能电站 Bath County Pumped Storage Power Station 位于美国弗吉尼亚州西北部，20世纪80年代是世界上装机容量最大的抽水蓄能电站。装机容量210万千瓦。厂房为半地下式，发电设计水头329米，抽水设计扬程335米，抽水最大流量 116米3／秒。上水库土石坝最大坝高140米 ，坝顶长731米。总库容4400万米3。下水库土石坝最大坝高41米，坝顶长690米，总库容3760万米 3。引水系统包括岸坡式取水口、引水平洞、竖井、压力隧洞、压力钢管和调压井等 。工程于1975年开工，1985年投产。
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