首页 | 本学科首页   官方微博 | 高级检索  
     检索      

南水北调中线工程典型倒虹吸进口上游垂向流速分布
引用本文:付辉,郭新蕾,杨开林,郭永鑫,王涛.南水北调中线工程典型倒虹吸进口上游垂向流速分布[J].水科学进展,2017,28(6):922-929.
作者姓名:付辉  郭新蕾  杨开林  郭永鑫  王涛
作者单位:中国水利水电科学研究院流域水循环模拟与调控国家重点实验室, 北京 100038
基金项目:国家重点研发计划资助项目(2016YFC0401706);国家自然科学基金资助项目(51679263)
摘    要:倒虹吸是输水工程中常见的水工建筑物,研究倒虹吸进口上游的垂向流速分布是明晰其水力学性能的重要内容之一。以南水北调中线工程典型的唐河倒虹吸为研究对象,通过水力学概化模型试验,运用声学多普勒流速仪,实测不同水深和流量组合工况下倒虹吸进口上游的垂向流速分布。试验结果表明,受倒虹吸进口结构的影响,上游垂向流速分布呈现出明显的顶部流速降低和底部流速增加的现象,且淹没度越大、距离倒虹吸进口越近,上述趋势越显著;采用明渠对数型流速分布描述上述垂向流速分布时,其计算误差呈抛物线型分布,采用指数项修正后,新的修正公式可用于计算倒虹吸进口上游垂向流速分布。

关 键 词:倒虹吸    流速分布    模型试验    误差分析    输水工程
收稿时间:2017-06-19

Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project
FU Hui,GUO Xinlei,YANG Kailin,GUO Yongxin,WANG Tao.Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project[J].Advances in Water Science,2017,28(6):922-929.
Authors:FU Hui  GUO Xinlei  YANG Kailin  GUO Yongxin  WANG Tao
Institution:State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
Abstract:The inverted siphon is a commonly used hydraulic structure in water diversion projects.Therefore, research on the vertical flow velocity distribution in the upstream of the inverted siphon inlet is important to elucidating its hydraulic performance.The typical inverted siphon of the Tanghe River in the Middle Route of the South-to-North Water Diversion Project was taken as the research object.Generalized hydraulic model experiments were carried out, and measurements were performed to obtain the vertical velocity distribution in the upstream of the inverted siphon inlet under different combinations of water depth and flow discharge, using an acoustic doppler velocimeter.The experimental results demonstrated that owing to the influence of the inverted siphon inlet structure, the upstream vertical velocity distribution largely exhibited lower velocity at the top and higher velocity at the bottom.Moreover, for greater submergence and closer to the inverted siphon inlet, the aforementioned trend was more evident.Further, when the above vertical velocity distribution was represented using the open-channel logarithmic velocity distribution approach, its computing error exhibited a parabolic distribution.When the open-channel logarithmic velocity distribution formula was improved using exponential terms, a new modified formula was obtained, which can be employed to compute the vertical velocity distribution in the upstream of the inverted siphon inlet.
Keywords:inverted siphon  velocity distribution  model test  error analysis  water diversion project  
点击此处可从《水科学进展》浏览原始摘要信息
点击此处可从《水科学进展》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号