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。
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.
出处
《南水北调与水利科技》
CAS
CSCD
2005年第4期4-7,共4页
South-to-North Water Transfers and Water Science & Technology
关键词
惠南庄泵站
前池流道
模型试验
Huinanzhuang pumping station
flow channel of forebay
hydraulics model test
