Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project
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...
| 发表在: | Shui kexue jinzhan |
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| Main Authors: | , , , , |
| 格式: | 文件 |
| 语言: | 中文 |
| 出版: |
Editorial Office of Advances in Water Science
2017-11-01
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| 主题: | |
| 在线阅读: | http://skxjz.nhri.cn/article/doi/10.14042/j.cnki.32.1309.2017.06.013 |
| _version_ | 1871764315712782336 |
|---|---|
| author | FU Hui GUO Xinlei YANG Kailin GUO Yongxin WANG Tao |
| author_facet | FU Hui GUO Xinlei YANG Kailin GUO Yongxin WANG Tao |
| author_sort | FU Hui |
| collection | DOAJ |
| container_title | Shui kexue jinzhan |
| description | 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. |
| format | Article |
| id | doaj-art-e6c1d79fca4e435990eef2fc881de352 |
| institution | Directory of Open Access Journals |
| issn | 1001-6791 |
| language | zho |
| publishDate | 2017-11-01 |
| publisher | Editorial Office of Advances in Water Science |
| record_format | Article |
| spelling | doaj-art-e6c1d79fca4e435990eef2fc881de3522026-06-05T06:46:36ZzhoEditorial Office of Advances in Water ScienceShui kexue jinzhan1001-67912017-11-0128692292910.14042/j.cnki.32.1309.2017.06.01320170613Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion ProjectFU HuiGUO XinleiYANG KailinGUO YongxinWANG TaoThe 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.http://skxjz.nhri.cn/article/doi/10.14042/j.cnki.32.1309.2017.06.013inverted siphonvelocity distributionmodel testerror analysiswater diversion project |
| spellingShingle | 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 inverted siphon velocity distribution model test error analysis water diversion project |
| title | Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project |
| title_full | Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project |
| title_fullStr | Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project |
| title_full_unstemmed | Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project |
| title_short | Distribution of vertical flow velocity upstream of an inverted siphon in the Middle Route of South-to-North Water Diversion Project |
| title_sort | distribution of vertical flow velocity upstream of an inverted siphon in the middle route of south to north water diversion project |
| topic | inverted siphon velocity distribution model test error analysis water diversion project |
| url | http://skxjz.nhri.cn/article/doi/10.14042/j.cnki.32.1309.2017.06.013 |
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