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索风营电站新型泄流建筑物水力特性分析

Hydraulic characteristic analysis of the new discharge structure of Suofengying hydro-power station

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【作者】 胡耀华伍超伍平叶茂

【Author】 HUYaohua, WU Chao, WU Ping, YE Mao(State Key Laboratory of Hydraulics on High Speed Flows, Sichuan University, Chengdu 610065, P.R.C.; College of Architecture and Construction, Xihua University, Chengdu 610000, P.R.C.)

【机构】 四川大学高速水力学国家重点实验室西华大学建筑与土木学院四川大学高速水力学国家重点实验室 成都 6l0065成都 6l0065成都 610000成都 610065

【摘要】 索风营电站采用了宽尾墩+阶梯溢流坝的坝面泄流形式,这种坝面泄流形式由我国首创,虽在实际工程中有所应用,但缺少3维数值计算成果.紊流数值模拟计算了在设计水位条件下的掺气情况、压力分布、紊动动能和紊动耗散率等水力特性,表明宽尾墩+阶梯溢流坝的坝面泄流形式使高水头大单宽泄流有了突破性的进展.数值计算时单宽过量已达141m3/s.m.

【Abstract】 Suofengying hydro-power station adopts the stepped spillway with flaring gate pier, a new-style dam of discharge, pioneering in China. It has been used in practical projects, but it is short of 3D computer calculating. The turbulent numerical simulation calculates some hydraulic characteristics such as aeration, pressure distribution, the turbulent kinetic energy and dissipation rate under the conditions of design water level. The calculated results indicate that the discharge style of stepped spillway with flaring gate pier has made a great breakthrough in the dam with high hydraulic head and big flows. The calculating discharge per unit width is 141m3/m.s.

  • 【文献出处】 西南民族大学学报(自然科学版) ,Journal of Southwest University for Nationalities (Natural Science Edition) , 编辑部邮箱 ,2004年02期
  • 【分类号】TV65
  • 【被引频次】1
  • 【下载频次】78
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