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长江2024年第2号洪水预报及调度成效

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2024年主汛期,长江2024年第1号、2号洪水在长江干流相继出现,合理开展洪水预报及水库调度,是统筹兼顾长江上、下游防洪需求及三峡水库库尾淹没风险控制的关键.概述了长江2024年第2号洪水的雨水情发展阶段,总结了暴雨洪水特性,解析了洪水组成特征,评价了长江干流主要站点水情预报精度,聚焦以三峡水库为核心的长江上游水库群联合调度,量化了 2号洪水期间水库调度效益.结果表明:2号洪水期间降雨落区重叠度高、局地极端性强,长江上游岷江与嘉陵江洪水遭遇、三峡区间洪水异常突出;针对2号洪水,提前8 d预报出7月上旬末将有一次明显涨水过程,为三峡水库预降水位留出了充裕的时间;三峡水库7月5~9日拦蓄洪量约5.5亿n3,降低了洞庭湖七里山站水位0.30 m,使七里山站水位提前1 d退出警戒,支撑了湖南省华容县团洲垸险情处置,降低了抢险防守压力和堵口施工难度;通过长江上游水库群联合调度,避免了重庆寸滩河段水位超警戒,实现了 2号洪水与1号洪水有效错峰,降低中下游干流水位0.70~3.10 m,大幅减轻了中下游防洪压力.研究成果可为长江流域防洪减灾提供参考.
Flood forecast for No.2 flood of Changjiang River in 2024 and regulation benefits of Three Gorges Reservoir
Since July 2024,the No.1 and No.2 floods occurred successively in upper and lower reaches of Changjiang River.Reasonable water condition forecasting and reservoir scheduling are key to coordinating the flood control needs of the upper and lower reaches of the Changjiang River,as well as controlling the risk of submergence at the tail of the Three Gorges Reservoir.The development stages of the rain and water conditions during the No.2 flood are outlined.The characteristics of rainstorm floods are summarized,the composition features of floods are analysed,and the accuracy of water condition forecasts at major sites along the Changjiang River is evaluated.By analysing the joint scheduling of group reservoirs,with the Three Gorges as the core,in the up-per reaches of the Changjiang River,the benefits of reservoir scheduling during No.2 flood is quantified.The analysis results indi-cate that:during the No.2 flood period,the rainfall area experienced high overlap and strong local extremes.The Minjiang and Jialing Rivers in the upper reaches of the Changjiang River encountered floods,and the floods in the Three Gorges area were par-ticularly prominent.Eight days in advance,we forecasted that there would be a significant rise in water levels at the end of the first ten days of July,providing ample time to lower the water level of the Three Gorges Reservoir in advance.From July 5th to 9th,the Three Gorges Reservoir impounded a flood volume of about 550 million cubic meters,which reduced the water level at Qilishan Station of Dongting Lake by 0.30 m and enabled the water level at Qilishan Station to recede from the warning level one day earli-er,thus supporting the emergency handling of the flood situation in Tuanzhou Dyke,Huarong County,Hunan Province,by reducing the pressure of flood defense and the difficulty of closing the broken dykes.Through the joint dispatch of the upper Changjiang River reservoirs,the water level at Cuntan Station at Chongqing City was lowered by 1.36 m,avoiding the its water level from ex-ceeding the warning level.The No.2 flood was effectively staggered with the No.1 flood during its progression to the middle and lower reaches,reducing the water level of the main stream in the middle and lower reaches by 0.70 to 3.10 m,greatly easing the flood defense pressure in the middle and lower reaches of the Changjiang River.The research results can provide reference for flood control and disaster reduction in the Changjiang River Basin.

No.2 flood of Changjiang River in 2024reservoir schedulingflood forecastTuanzhou DykeThree Gorges Reservoir

郑静、童冰星、曹瑞、王学敏、李文晖、李文达

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长江水利委员会水旱灾害防御局,湖北武汉 430010

长江水利委员会水文局,湖北武汉 430010

中国长江三峡集团有限公司流域枢纽运行管理中心,湖北宜昌 443133

中国长江电力股份有限公司,湖北 宜昌 443002

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长江2024年第2号洪水 水库调度 洪水预报 团洲垸 三峡水库

2024

人民长江
水利部长江水利委员会

人民长江

CSTPCD北大核心
影响因子:0.451
ISSN:1001-4179
年,卷(期):2024.55(12)