窑河枢纽设计通航水位研究
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Research on design navigation water level of Yaohe Hub
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    摘要:

    窑河枢纽水位受窑河闸和高塘湖排涝站调控、引江济淮工程调水等多重因素综合影响,上下游水文条件复杂,而目前枢纽水文数据系列年限短,与上、下游站点的统计样本存在非一致性,使得枢纽设计通航水位的确定更加困难。针对上述问题,开展了多方位的水位分析论证研究,基于各站点水位数据资料,采用水位频率法和综合历时保证率法分析得到工程水位。通过同一系列中不同站点之间和同一站点不同系列之间的水位变化情况,分析水位的变化趋势,并结合枢纽的调度运行、水资源调度及周边邻近工程等影响因素,综合分析得到较为合理的设计通航水位。窑河枢纽闸上设计最高通航水位、最低通航水位分别为21.50、17.02 m;闸下设计最高通航水位、最低通航水位分别为23.36、16.34 m。

    Abstract:

    The water level of the Yaohe Hub is influenced by multiple factors,including the regulation of the Yaohe Sluice and the Gaotang Lake drainage pumping station,as well as the water diversion of the Yangtze-to-Huaihe water diversion project.The hydrological conditions upstream and downstream are complex,while the current hydrological data series of the hub have a short duration and exhibit inconsistency with the statistical samples of upstream and downstream stations,making it more difficult to determine the design navigation water level.To address these issues,comprehensive water level analysis and research are conducted.Based on water level data from various stations,the project water levels are determined using the water level frequency method and the comprehensive duration guaranteed rate method.By analyzing the water level variations between different stations within the same series and between different series of the same station,the trends in water level changes are identified.Combined with factors such as the hub's operation and scheduling,water resources allocation,and adjacent hydraulic projects,a more reasonable design navigation water level is derived through comprehensive analysis.The design highest and lowest navigation water levels for the upstream of the Yaohe Hub are 21.50 m and 17.02 m,respectively,while those for the downstream are 23.36 m and 16.34 m.

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林燕清,朱 凡.窑河枢纽设计通航水位研究[J].水运工程,2026(9):197-202.

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  • 在线发布日期: 2026-09-17
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