团洲垸溃决险情处置中三峡水库应急调度效果

周建银, 宫平, 胡德超, 崔占峰

长江科学院院报 ›› 2026, Vol. 43 ›› Issue (4) : 94-98.

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长江科学院院报 ›› 2026, Vol. 43 ›› Issue (4) : 94-98. DOI: 10.11988/ckyyb.20250250
水灾害

团洲垸溃决险情处置中三峡水库应急调度效果

作者信息 +

Effects of Emergency Regulation of Three Gorges Reservoir During Emergency Response to Tuanzhou Polder Breach

Author information +
文章历史 +

摘要

团洲垸溃决险情发生后,三峡水库紧急调度减小出库流量,洞庭湖水位快速下降,为险情应急处置创造了有利的条件。定量评估调度效果有助于深入认识和不断优化三峡水库调度。构建荆江河段一维和东洞庭湖二维耦合水动力模型,利用实测资料对模型进行验证。设计并模拟了三峡水库不同调度场景下的江湖水情,定量分析了三峡水库调度对江湖流量、水位的影响。分析了团洲垸溃决前后洞庭湖区(含团洲垸)的险情发展与七里山水位的变化情况,探讨了三峡水库调度对减轻洞庭湖区防洪压力的效果。结果表明:三峡水库调度减小了7月6—9日期间荆江干流的流量,加快了洞庭湖水位下降过程,使东洞庭湖区水位最多降低了0.34 m,七里山站水位下降至警戒水位以下的时间提前了18 h。洞庭湖区堤防险情主要发生在水位超警后的高水位及其退水期间,三峡水库调度降低了湖区堤防险情发生的概率。研究成果科学、定量地评估了三峡水库调度效果,可为其优化调度提供基础。

Abstract

[Objective] This study aims to quantitatively evaluate the effects of the emergency regulation of the Three Gorges Reservoir in response to the Tuanzhou polder breach emergency, thereby improving the understanding of flood control regulation of the Three Gorges Reservoir and laying a foundation for further optimization of its operation in the future. [Methods] A one-dimensional and two-dimensional coupled hydrodynamic model for the Jingjiang River reach and east Dongting Lake was established and validated with field-measured data. Hydrological conditions of the river-lake system under different regulation scenarios of the Three Gorges Reservoir were designed and simulated, and the effects of reservoir regulation on river-lake discharge and water levels were quantitatively analyzed. The development of emergencies in the Dongting Lake area (including Tuanzhou polder) before and after the breach, as well as the variation of water level at Qilishan, were analyzed. The effects of the Three Gorges Reservoir regulation on alleviating the flood-control pressure in the Dongting Lake area were discussed. [Results] Compared with the original regulation plan before the Tuanzhou polder emergency, the actual regulation of the Three Gorges Reservoir reduced the water level in east Dongting Lake by up to approximately 0.34 m, and advanced the time for the water level at Qilishan station to fall below the warning level by 18 hours. Flood-control emergencies in the Dongting Lake area mainly occurred during the high-water period after the water level exceeded the warning level and during the water recession period, and the regulation of the Three Gorges Reservoir reduced the probability of emergencies in the Dongting Lake area. [Conclusion] The emergency regulation of the Three Gorges Reservoir shortens the duration of the Qilishan water level exceeding the warning level and alleviates flood-control pressure in the Dongting Lake area. This study provides a scientific and quantitative evaluation of the regulation effects of the Three Gorges Reservoir, which provides a basis for further optimization of its operation.

关键词

团洲垸溃决 / 险情处置 / 三峡水库 / 洞庭湖 / 水库调度 / 洪水模拟

Key words

Tuanzhou polder breach / emergency response / Three Gorges Reservoir / Dongting Lake / reservoir regulation / flood simulation

引用本文

导出引用
周建银, 宫平, 胡德超, . 团洲垸溃决险情处置中三峡水库应急调度效果[J]. 长江科学院院报. 2026, 43(4): 94-98 https://doi.org/10.11988/ckyyb.20250250
ZHOU Jian-yin, GONG Ping, HU De-chao, et al. Effects of Emergency Regulation of Three Gorges Reservoir During Emergency Response to Tuanzhou Polder Breach[J]. Journal of Changjiang River Scientific Research Institute. 2026, 43(4): 94-98 https://doi.org/10.11988/ckyyb.20250250
中图分类号: TV697    TV871 (堤防)   

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摘要
针对洞庭湖团洲垸2024年7·5溃堤洪水,采用湖泊与民垸整体二维水动力数值模拟方法,从宏观过程、细部水流结构等方面全方位复盘团洲垸的溃堤洪水,并开展钱团间堤溃决洪水危险性计算。模型准确计算了溃口内外水位的平衡时间;准确给出了团洲垸溃口流量、溃口内外水位、蓄洪量、淹没面积等随时间的变化过程;准确再现了溃口处的水面跌坎,据此揭示了溃口附近水位低于下游湖区同期水位的原因;绘出了溃口附近水位及流速的平面分布,定量分析了溃口附近水面的“外凹内凸”特征及纵横比降。与实测数据相比,模型的水位计算相对误差在溃堤洪水过程中(除溃决初期)一般在10 cm以内,在溃口内外水位达平衡后降至5 cm以下;流量计算相对误差一般在5%以内,峰值流量相对误差2.5%。模型水量守恒统计误差为0.6%;团洲垸最大进洪量的模型计算值与水文部门基于蓄洪量-水位曲线分析结果的差别为6.8%。在洪水复演的基础上,沿钱团间堤自北向南假定了3个溃口,分别在封堵/不封堵已有团洲垸溃口的条件下,开展钱团间堤的溃堤洪水过程计算。从流场、溃口流量过程、民垸蓄洪量和淹没面积等方面,定量评估了钱团间堤溃堤洪水的危险性。研究结果为洪水情势与风险评估、堤防守护等提供了技术支撑。针对真实溃堤洪水计算所提出的河湖与蓄滞洪区一体化二维模拟、民垸精细建模、试算获得溃口断面地形时间序列的研究方法,取得了良好的模拟效果和精度,该方法可供同类研究借鉴。
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基金

国家重点研发计划项目(2022YFC3004301)
国家重点研发计划项目(2022YFC3002701)

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