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索风营电站新型泄流建筑物水力特性分析
引用本文:胡耀华,伍超,伍平,叶茂.索风营电站新型泄流建筑物水力特性分析[J].西南民族学院学报(自然科学版),2004,30(2):170-173.
作者姓名:胡耀华  伍超  伍平  叶茂
作者单位:[1]四川大学高速水力学国家重点实验室,成都610065 [2]西华大学建筑与土木学院,成都610000
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141m^3/s.m.

关 键 词:索风营电站  泄流建筑物  水力特性  数值模拟  宽尾墩  阶梯溢流坝
文章编号:1003-2843(2004)02-0170-04
修稿时间:2004年1月6日

Hydraulic characteristic analysis of the new discharge structure of Suofengying hydro-power station
HUYaohua,WU Chao,WU Ping,YE Mao.Hydraulic characteristic analysis of the new discharge structure of Suofengying hydro-power station[J].Journal of Southwest Nationalities College(Natural Science Edition),2004,30(2):170-173.
Authors:HUYaohua  WU Chao  WU Ping  YE Mao
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.
Keywords:flaring gate pier  stepped spillway  hydraulic characteristic  numerical simulation
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