期刊文献+

尾水支管长短对相继甩负荷尾水管进口最小压力的影响 被引量:7

Influence of Length of Tailrace Branch Pipe on Minimum Pressure at Draft Tube Inlet with Load Successive Rejection
下载PDF
导出
摘要 抽水蓄能电站相继甩负荷过程中两台机组的流量相互影响,尾水支管长短对尾水管进口压力的影响很大。通过理论推导结合对实际工程的数值模拟,分析了后甩机组尾水支管长短对相继甩负荷后甩机组尾水管进口最小压力的影响。结果表明,机组流量变化率大小决定尾水支管长短对自身机组尾水管进口最小压力的影响程度,与同时甩负荷相比,相继甩负荷后甩机组的尾水管进口最小压力对自身机组尾水支管长短更敏感;固定上、下游岔点位置,移动机组使其靠近下游岔点,可减小尾水支管水流惯性、增大相继甩负荷尾水管进口最小压力,该措施可代替降低机组安装高程的方法。 The flow of two turbines influences each other during the load successive rejection of pumped-storage station,the length of the tailrace branch pipe has a great impacte on the pressure at draft tube inlet.This paper analyzed the influence of the length of the tailrace pipe of the latter load rejection unit on the minimum pressure at draft tube inlet of load successive rejection through theoretical derivation and engineering data analysis.It is revealed that the degree of the influence which the length of the tailrace pipe has on the minimum pressure at draft tube inlet depends on the change rate of the turbines' flow;compared with the load simultaneous rejection,the minimum pressure at draft tube inlet of the latter load rejection unit is more sensitive to the length of the tailrace branch pipe;anchoring the upstream and downstream bifurcation points,and moving the turbine to make it be close to the downstream bifurcation point,water inertia in the tailrace branch pipe reduced,and the minimum pressure at draft tube inlet in the load successive rejection increased,which can replace reduction of unit installation elevation method.
出处 《水电能源科学》 北大核心 2016年第11期168-170,167,共4页 Water Resources and Power
关键词 一洞两机 相继甩负荷 尾水支管长短 尾水管进口最小压力 two units per penstock load successive rejection tail water pipe length minimum pressure at draft tube inlet
  • 相关文献

参考文献4

二级参考文献12

  • 1张健,房玉厅,刘徽,周杰.抽水蓄能电站可逆机组关闭规律研究[J].流体机械,2004,32(12):14-18. 被引量:28
  • 2杨建东,詹佳佳,鲍海艳.调压室位置对调保参数的影响[J].水动力学研究与进展(A辑),2007,22(2):162-167. 被引量:14
  • 3张师华.抽水蓄能电站的水力过渡过程[M].武汉:华中理工大学出版社,1992.178—198.
  • 4Wylie E B, Streetr V L, Suo Lisheng. Fluid transient in systems[ M ]. Engle wood cliffs, New Jersy : Prentice-Hall, Inc, 1993. 143 - 169.
  • 5郑源,张健.水力机组过渡过程[M].北京:北京大学出版社,2009.
  • 6Wylie E B,SLreeLr V L, Suo Lisheng. Fluid Tran- sient in Systerns [M]. Engle Wood Cliffs,New Jer- sy.. Prentice- Hall, Inc, 1993.
  • 7Nicolet C, Alligne S, Bergant A, et al. Simulation of Water Column Separation in Francis Pump-turbine Draft Tube [A]. IAHR Symposium on Hydraulic Machinery and Systems [C]. United Kingdom: IOP Publishing Ltd, 2012 : 44-50.
  • 8怀利EB,斯特里特VL瞬变流[M].清华大学流体传动与控制教研组,译.北京:水利电力出版社,1983.
  • 9Stanislav Pejovic, Qin Fen Zhang, Bryan Karney, et al. Analysis of Pump-Turbine "S" Instability and Reverse Waterhammer Incident in Hydropower Sys- tem[A]. International Meeting on Cavitation and Dynamic Problems in Hydraulic Machinery and Sys- tems[C]. Belgrade: 2011.
  • 10卢伟华,陆健辉,司鸿颖.引水道布置对抽水蓄能电站蜗壳进口压力的影响[J].水电能源科学,2008,26(1):123-126. 被引量:7

共引文献51

同被引文献54

引证文献7

二级引证文献21

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部