抽水

基本解释 (translations)

pump  ·  pumping  ·  pumps  ·  unwatering

与抽水相关的网络例句 [注：此内容来源于网络，仅供参考]

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。

Energy conversion, water level, distribution and variation of depression cones during artesian and pumping processes are analyzed.

从抽水设备作功、消耗能量的角度，分析了自流和抽水过程中的能量转化、水位与压降漏斗的分布和变化规律。

As power market reformation carries on, power grid is in difficult status at the aspects of modulating peak effectively, operating safely and stably and supplying power reliably. Pumped storage power station has an important effect on safe, stable and economical operation of power grid. Research on benefit's comprehensive evaluation and operation mode of pumped storage power station is the avant-courier and difficulty in the domain of technology economy and management, which has important theory research value and practical significance.

随着我国电力市场改革，电网的调峰、安全稳定运行和可靠供电面临更为严峻的形势，抽水蓄能电站对电网安全、稳定和经济运行发挥着重要的作用，对抽水蓄能电站的效益综合评价和运营模式进行研究是目前国际上技术经济及管理研究的前沿问题之一，也是难点问题之一，具有重要的理论研究价值和实际意义。

The system is designed such that it can be operated by its own and has the advantage of fast ice making.

本海水液体冰制冰机器则是利用抽水马达抽水，经过冰筒冷却，将内部的水降温后使用冰刀将冰由冰筒下方往上推动，再将其刮出后再回到原来的容器，一直循环到完成结冰为止。

The second kind of Fredholm integral equation of the single pile interacted with the point sink is obtained through the fundamental solutions.

利用圆形载荷和抽水井点的基本解得出了单桩和抽水井点相互作用时在时间域内的第二类Fredholm积分方程。

Pumped storage unit works in turbine-generator mode or pump-motor mode, Monitoring and Control system is very complicated, and each Pumped Storage Power Station's generating capacity and geographic conditions have their own characteristics. Therefore, it is very important to design a reasonable monitoring and Speed control system before the pumped storage station has been builded.

抽水蓄能机组在水轮机-发电机和水泵-电动机两种模式下工作，运行工况多，监控与调速系统十分复杂，并且每个抽水蓄能电站的发电量及地理条件都存在一定的差异性，因此在建设新的抽水蓄能电站时，科学的设计抽水蓄能电站的监控与调速系统是非常重要的工作。

By leading in peakload regulating ability coefficient f and pumped-storage groups of that of f equate to negative one in the electrical powre system,we get the constitution of power source of system,which is more economical.

抽水蓄能机组参与电力系统运行的经济效益分析应以整个电力系统为对象。文章提出以上确定加和抽水蓄能机组容量值的计算方法及经济效益分析方法。

Results of estimation of effective parameters in heterogeneous show that: i Seff and Teff values evolve with time, as well as the principal directions of the transmissivity; ii Seff approaches the arithmetical mean of the field; iii Teff converges to its geometric mean at large time for the Gaussian random field we generated; and iv the averages of local T and S values within the cone of depression at early times differ from the Teff and Seff values.

研究结果在空间异质性孔隙介质有效参数的推估方法方面，显示利用传统抽水试验分析来估计有效参数时，从长时间的抽水试验分析所得的流通系数代表在抽水井有效半径内所有流通系数的某种平均值；此平均值与抽水井及观测井附近的地质有很大的关系，而且可能受到有效半径内地质异质性的影响，而储蓄系数的估计值变异很大与抽水井与观测井间地质的储蓄系数特性有关，特别是观测井的位置。

As the complete characteristic curves of reversible pump turbine are often used to calculate the instantaneous parameters, this paper studies the characteristic curve and the wicket closure and opening law in pumped storage plants.Chapter 1 presents the importance and the necessity of this study and reviews the previous related research on hydraulic transient process and valve regulation in pumped storage plants.Chapter 2 analyzes the six collected characteristic curves of reversible pumped turbine and studies their diversification from the point of view of specific speed. The six collected discharge and moment curves with maximum efficiency have been fitted to piecewise continuous curves. This curve-fitting procedure is listed.Chapter 3 takes Liyang Pumped storage plant as an example and analyzes the effect of different characteristic curves on regulation guarantee parameters and the variety of its trochoid during the same operation status.Chapter 4 takes three pumped storage plants with different heads as examples and studies the characteristic of coordinated closure with wicket gate and ball valve and its effect on dynamic pressure in the spiral case, inlet pressure in the draft tube and the rise of rotating speed.Chapter 5 summarizes this paper and point out what should be done in the future research.

由于在过渡过程分析计算中，需要频繁利用可逆式机组的全特性曲线推求机组的瞬时参数，所以本文就特性曲线及关闭规律问题进行了研究，其主要内容如下：第1章，指出本文研究的意义和目的，回顾前人对水力过渡过程、抽水蓄能电站及阀调节的研究成果，在此基础上提出本文的研究内容；第2章，针对收集到的六套特性曲线，从比转速的角度出发来研究可逆式机组特性曲线的变化规律；并对六套曲线的最高效率流量和力矩曲线进行分段拟合，得到各分段函数的具体形式，再通过举例说明最高效率曲线的拟合步骤；第3章，以溧阳抽水蓄能电站为实例，分析讨论不同比转速特性曲线对调保参数造成的影响及对于相同工况其轨迹线的变化；第4章，结合高、中、低三水头段抽水蓄能电站，在导叶直线关闭的基础上，研究导叶与球阀协联关闭规律的特点及对蜗壳动水压力、尾水管进口压力及转速上升造成的影响；第5章，总结全文，提出今后研究的重点和方向。

The procedure is applied in two projects:(1) Shanghai Huanqiu finance center tower foundation pit dewatering, the complicated flow state of groundwater is simulated under these conditions which the aquifers deposite layer by layer, the bottom of the aquifers goes deep to 149m, the horizontal flow barrier goes deep to 34m, the extraction wells are penetrated to 55m, the filters of the extraction wells are located between 34m to 55m, and the water level in the deep foundation pit is decreased to 26m under land surface, the result of 8 pumping wells optimization project is designed.(2) The forth subway of Dong Jia-du tunnel repair foundation pit dewatering in Shanghai, the complicated flow state of groundwater is simulated under these conditions which the aquifers deposite layer by layer, the bottom of the aquifers goes deep to 144.45m, the horizontal flow barrier goes deep to 65m, the extraction wells are penetrated to 60m, the filters of the extraction wells are located between 45m to 60m, and the water level in the deep foundation pit is decreased to 42.45m under land surface, then an optimization project is designed.

最后将成果分别应用于两个工程实例中：(1)上海环球金融中心塔楼基坑降水，模拟了在多层含水层复合存在、含水层最深底板埋深达149m、基坑周围挡水连续墙埋深达34m、抽水井埋深达55m、抽水井过滤器埋深为34至55m，基坑内地下水位降至埋深达26m的情况下的地下水复杂流动状态，得出了8口抽水井优化降水方案；(2)上海地铁4号线董家渡隧道修复基坑降水，模拟了在多层含水层复合存在、含水层最深底板埋深达144.45m、基坑周围挡水连续墙埋深达65m、抽水井埋深达60m、抽水井过滤器埋深为45至60m，基坑内地下水位降至埋深达42.45m的情况下的地下水复杂流动状态，确定出了最优降水方案。

与抽水相关的网络解释 [注：此内容来源于网络，仅供参考]

floodwater pumping scheme：洪泛抽水系统

flood-prone area 易受水浸影响的地区 | floodwater pumping scheme 洪泛抽水系统 | floodway 泄洪渠

floodwater pumping scheme：洪泛抽水系统yEz中国学习动力网

flood-prone area 易受水浸影响的地区yEz中国学习动力网 | floodwater pumping scheme 洪泛抽水系统yEz中国学习动力网 | floodway 泄洪渠yEz中国学习动力网

pumping plant capacity：抽水站抽水能力

pumping plant 抽水站=>ポンピングプラント | pumping plant capacity 抽水站抽水能力 | pumping point 泵出点,唧动点,唧动点

pomp：泵、幫浦、抽水馬達

ポンド pound 磅、英鎊 | ポンプ pomp 泵、幫浦、抽水馬達 | ポンプ pomp 泵、幫浦、抽水馬達

pumped storage：抽水蓄能

pumped power station 抽水蓄能电站 | pumped storage 抽水蓄能 | pumped storage aggregate 抽水蓄能机组

pumped storage：抽水蓄能,抽水蓄存

pumped storage 抽水蓄能,抽水蓄存 | record storage 记录存储器 | regulating storage 调节库容

pumping test：抽水试验

在地质钻探或地下水监测井设置的过程中,亦可采取代表性的土壤或岩心样品进行土壤试验,并进行抽水试验(Pumping test)或微水试验(Slug test),以求得加油站的地质水文参数.

pumping test：抽水試驗、唧筒試驗

Pumping phenomera 噴泥現象 | Pumping test 抽水試驗、唧筒試驗 | P-wave 縱波、P波

pumping test：抽水试验 揚水試験

■ pumping station for drainage 排水站 排水機場 | ■ pumping test 抽水试验 揚水試験 | ■ pyroclastic cone 火成碎屑锥 火砕丘

pumpage cost：抽水费用,抽水成本

project cost 工程费,项目费 | pumpage cost 抽水费用,抽水成本 | reproduction cost 再生产成本