raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (8): 27-37.DOI: 10.11988/ckyyb.20240635

• 河湖保护与治理 • 上一篇    下一篇

减少坝下游河道冲刷的三峡水库调度方式优化初步研究

元媛1,2,3(), 王祥1, 冯志州1, 黄仁勇2,3, 郭晓1, 王敏2,3   

  1. 1 中国长江电力股份有限公司,湖北 宜昌 443000
    2 raybet体育在线 河流研究所,武汉 430010
    3 raybet体育在线 水利部长江中下游河湖治理与防洪重点实验室,武汉 430010
  • 收稿日期:2024-06-18 修回日期:2024-09-22 出版日期:2025-08-01 发布日期:2025-08-01
  • 作者简介:

    元 媛(1988-),女,河南安阳人,正高级工程师,博士,主要从事河流水沙数值模拟、工程泥沙、江湖演变与治理等研究。E-mail:

  • 基金资助:
    国家重点研发计划项目(2023YFC3209501); 国家重点研发计划项目(2021YFC3200305); 中国长江电力股份有限公司科研项目(242102024)

Preliminary Study on Optimizing the Operation Mode of the Three Gorges Reservoir to Reduce Riverbed Scouring Downstream of the Dam

YUAN Yuan1,2,3(), WANG Xiang1, FENG Zhi-zhou1, HUANG Ren-yong2,3, GUO Xiao1, WANG Min2,3   

  1. 1 China Yangtze Power Co., Ltd., Yichang 443000, China
    2 River Research Department, Changjiang River Scientific Research Institute, Wuhan 430010, China
    3 Key Laboratory of River and Lake Management and Flood Control in the Middle and Lower Reaches of Yangtze River of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China
  • Received:2024-06-18 Revised:2024-09-22 Published:2025-08-01 Online:2025-08-01

摘要:

通过三峡水库调度方式优化减少坝下游河道冲刷是一项非常有益的研究工作。在实测资料统计分析基础上,通过数学模型计算,对有利于减少坝下游河道冲刷的三峡水库调度方式进行了初步研究,提出了“以减冲为目标进行调沙,以调沙为目标进行调水,以调水为手段实现调沙”的泥沙调度思想,研究结果表明:长江中下游各河段代表性水文站输沙量均与流量有着较好的幂指数关系,建库后不同时期枝城、沙市、监利站水流输沙能力显著降低,枯水期小流量对应输沙量减小程度大于大流量。2008年以来,螺山、汉口、九江站大流量与小流量下输沙量的差距减小;汛期采用不同中小洪水调度方式时,对坝下游河道的冲刷有一定的影响,控泄流量相对较大时,可一定程度上减少河道的冲刷,预测了优化调度条件下坝下游河道冲刷长期演变趋势。研究成果可为三峡水库优化调度提供参考。

关键词: 三峡坝下游, 河道冲刷, 优化调度, 三峡水库

Abstract:

[Objective] With the release of low-sediment water, the middle and lower reaches of the Yangtze River will undergo long-distance and long-duration river channel scouring. Optimizing the operation strategy of the Three Gorges Reservoir to reduce scouring downstream of the dam is of great significance. [Methods] Based on the statistical analysis of measured data, the response mechanisms of erosion and deposition in the downstream river channel were analyzed. Using mathematical modeling, a preliminary study was conducted on reservoir operation strategies aimed at reducing downstream scouring. The sediment regulation concept of “regulating sediment to reduce scouring, regulating water to regulate sediment, and achieving sediment regulation through water regulation” was proposed. [Results and Conclusion] At representative hydrological stations along the middle and lower reaches of the Yangtze River, sediment load exhibits a good power-law relationship with flow, indicating a strong correlation between sediment transport and flow. Therefore, sediment regulation in the middle and lower reaches can be achieved by controlling corresponding flow processes. Typical years of 2012 and 2013 were selected to study the effects of regulating sediment peaks during the flood season and different regulation modes for small and medium-sized floods on the reservoir’s sediment flushing ratio and downstream river channel scouring. Downstream scouring is influenced by both the sediment released from the upstream reservoir and the volume and process of the incoming flow. Increasing the reservoir’s maximum flow during sediment peak periods and shortening its duration are both beneficial for reducing downstream scouring. Among these, increasing the maximum flow has a more significant effect. Therefore, to mitigate downstream scouring, the flow during flood seasons should not be too low. Based on typical years from 2008 to 2017, the effect of optimized operation schemes on reducing scouring between Yichang and Datong was studied. In terms of total scouring volume across this reach, the implementation of an optimized operation scheme aimed at reducing downstream scouring resulted in increased sediment discharge from the reservoir and a total reduction of 24.47 million m3 in scouring volume, with an average annual reduction of 2.447 million m3. Overall, considering sediment peak regulation during the flood season can reduce downstream river channel scouring to a certain extent. Using hydrological and sediment data from 1991 to 2000 and considering both the joint operation of upstream cascade reservoirs and the optimized operation of the Three Gorges Reservoir for scouring reduction, the long-term water and sediment outflow processes of the reservoir were predicted and used as boundary conditions for long-term simulations of downstream scouring. A one-dimensional hydrodynamic and sediment transport model for the Yichang-Datong reach of the middle and lower Yangtze River was applied to predict the long-term evolution of downstream river channel scouring under optimized operation. The research findings can provide a reference for the optimized operation of the Three Gorges Reservoir.

Key words: downstream of the Three Gorges Dam, riverbed scouring, operation optimization, Three Gorges Reservoir

中图分类号: 

Baidu
map