2) Mixed pumped-storage power plant
混合式抽水蓄能电站
1.
In this paper,repowering the hydropower plants to mixed pumped-storage power plants are analyzed.
分析了利用已建常规水电站改建混合式抽水蓄能电站的意义,并对梯级水电开发中可逆机组的运用进行一些初步探讨。
3) pumped-storage
抽水蓄能
1.
Causes of corrosion and scaling of pumped-storage units in Tianhuangping Power Plant;
天荒坪电厂抽水蓄能机组腐蚀、结垢原因分析
2.
Analyse on the Necessity and Economy of building pumped-storage power station in GuangXi;
广西建设抽水蓄能电站必要性及经济性分析
3.
Review of Xigou pumped-storage station project;
西沟抽水蓄能电站项目的探讨
4) Pumped storage
抽水蓄能
1.
Assessment on dynamic benefit of pumped storage power plant;
抽水蓄能电站动态效益评价
2.
Application of MGV in pumped storage power plant;
预开导叶法(MGV)在抽水蓄能电站的应用
3.
On complementation of pumped storage and wind power;
抽水蓄能与风电互补的探讨
5) pumped-storage station
抽水蓄能
1.
The pumped-storage stations are developed quickly in our country for their fine static and dynamic benefits.
以纯火电电网为研究对象,分析日调节型抽水蓄能机组加入电网后,整个电网煤耗的变化,得到日节煤量计算公式,并具体分析公式中每一项的变化因素。
2.
Power systems can get larger benefit when thermal units,nuclear units and wind parks operate with pumped-storage stations.
提出了一种定量计算抽水蓄能电站事故备用效益的故障模式分析法,通过分析故障后各类电源的事故反应过程,采用经济评价中的等效替代法和有无对比分析法,建立抽水蓄能电站的事故备用效益评估模型。
3.
The characteristic of the transient process of reversible unit under water pump condition of in pumped-storage station was analyzed.
介绍了水力机组的过渡过程种类,分析了抽水蓄能电站可逆式机组水泵工况下过渡过程的特性。
6) pumped storage power
抽水蓄能
1.
Design and calculation of power tariff of pumped storage power based on electricity optimization selection;
基于电源优化选择的抽水蓄能电价设计与计算
2.
Elementary discussion on the feasibility of Huojia pumped storage power station and electric network system project;
浅谈火甲抽水蓄能电站及电网系统工程的可行性
3.
Comparing the pure coal power system and the combination operation of pumped storage power and coal power system,this paper concludes that the pumped storage power plant is a green energy that.
结合国家电力发展规划和抽水蓄能机组的运行特点,从节煤效益、投资分析和固定运行费用等方面探讨以火电为主的电力系统中发展抽水蓄能调峰电源的效益所在。
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。
|
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