清水江白市枢纽—托口枢纽的变动段航道设计最低通航水位研究*
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国家重点研发计划项目(2021YFB2600900)


Design lowest navigable water level of channel in fluctuating section from Baishi hub to Tuokou hub on Qingshui River
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    摘要:

    山区性河流枢纽回水变动段航道因受上、下游枢纽调节以及工程整治方案等多因素影响,水文条件复杂多变,确定设计最低通航水位成为关键性难题。依托清水江白市至分水溪航道建设工程,采用二维水流数值模拟方法,确定了设计最低通航水位的关键数值,并提出按90%通航保证率设计航道工程,取分枯期和汛期两种最不利工况,沿程水位下包线作为设计最低通航水位。研究成果解决了工程的关键问题,可为同类工程建设提供科学依据。

    Abstract:

    Influenced by many factors,such as the regulation of upstream and downstream hubs and the project regulation scheme,the channel in the backwater fluctuating section of mountainous river hubs has complex and changeable hydrological conditions.Therefore,determining the design lowest navigable water level has become a key problem.Relying on the waterway construction project from Baishi to Fenshuixi of Qingshui River,the key values of the design lowest navigable water level are determined by a two-dimensional numerical simulation of water flow.It is proposed that the waterway project is designed according to 90% navigable guarantee rate,taking the two most unfavorable conditions of the dry season and the flood season and using the lower envelope of the water level along the route as the design lowest navigable water level.The research results have solved the key problem of the project and can provide a scientific basis for the construction of similar projects.

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南海龙,乾东岳,李 明.清水江白市枢纽—托口枢纽的变动段航道设计最低通航水位研究*[J].水运工程,2023(6):154-159.

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  • 在线发布日期: 2023-06-13
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