摘要
通过对南水北调中线工程总干渠西赵河倒虹吸的水工模型试验研究,对此类大型渠道倒虹吸的水力特性有了充分的认识,并给出了两类大型倒虹吸管各段的阻力损失分布及沿程阻力系数和局部阻力系数。通过水头损失计算值与实测值的比较,两者十分接近。为此类大型倒虹吸特别是南水北调中线工程中倒虹吸的设计和运行管理提供了依据。
By hydraulic test on flow characteristics in the Xichao River inverted siphon on the main canal and Yanzi River inverted siphon for river of S?N Water Transfer Project ,the flow characteristics in invested siphons have been understood enough, and the distributions of head loss in different sections, the local and friction cofficients for two kinds of siphons were given. The calculated values are in good agreement with the measured data.
出处
《长江科学院院报》
CSCD
北大核心
2002年第B09期8-10,共3页
Journal of Changjiang River Scientific Research Institute
关键词
南水北调中线工程
倒虹吸管
水工模型试验
水力计算
the Middle Line of S-N Water Transfer Project
inverted siphon
hydraulic model test
hydraulifs calculation