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惠南庄泵站前池流道模型试验研究
引用本文:谢省宗,王雷,冯宾春,杨开林.惠南庄泵站前池流道模型试验研究[J].南水北调与水利科技,2005,3(4):4-7.
作者姓名:谢省宗  王雷  冯宾春  杨开林
作者单位:1. 中国水利水电科学研究院水力学所,北京,100038
2. 北京市水利规划设计研究院,北京,100044
摘    要:对南水北调中线一期工程北京段有压输水方案的惠南庄泵站前池流道的水力特性进行试验研究,提出了前池流态及进水口总扩散角、水泵进水池内、外流态及漩涡型态,前池水面线及水面波动等项成果,验证了前池系统水力设计的可行性及合理性。

关 键 词:惠南庄泵站  前池流道  模型试验
文章编号:1672-1683(2005)04-0004-03
收稿时间:2005-05-17
修稿时间:2005年5月17日

Flow Channel Hydraulics Test for Forebay of the Huinanzhuang Pumping Station
Xie Sheng-zong,WANG Lei,FENG Bin-chun,YANG Kai-lin.Flow Channel Hydraulics Test for Forebay of the Huinanzhuang Pumping Station[J].South-to-North Water Transfers and Water Science & Technology,2005,3(4):4-7.
Authors:Xie Sheng-zong  WANG Lei  FENG Bin-chun  YANG Kai-lin
Abstract:A hydraulics model test has been performed for forebay of the Huinanzhuang pumping station located at Beijing section of middle routed of South-to-North water transfer project. The results are given for flow pattern of the forebay and total diffusion angle, inner and outter flow pattern of the forebay and behavior of vortexs, water level and wave of water line in the forebay. The feasibility and rationality of hydraulics design for the forebay are verified.
Keywords:Huinanzhuang pumping station  flow channel of forebay  hydraulics model test
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