raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (8): 38-43.DOI: 10.11988/ckyyb.20241217

• 河湖保护与治理 • 上一篇    下一篇

白鹤滩库区水沙变化及冲淤特性

罗刚1(), 肖潇2(), 吴迪1, 吉沙日夫1, 卢俊1   

  1. 1 中国长江三峡集团有限公司,武汉 430010
    2 长江水利委员会水文局,武汉 430010
  • 收稿日期:2024-11-26 修回日期:2025-02-08 出版日期:2025-08-01 发布日期:2025-08-01
  • 通信作者:
    肖 潇(1986-),女,湖南常德人,高级工程师,博士,主要从事水文、泥沙河道分析研究方面的工作。E-mail:
  • 作者简介:

    罗 刚(1991-),男,四川凉山人,工程师,主要从事水库运行调度方面的工作。E-mail:

  • 基金资助:
    中国长江三峡集团有限公司技术服务项目(0711627); 智慧长江与水电科学湖北省重点实验室开放研究基金项目(2422020009)

Water-Sediment Variation and Characteristics of Erosion and Deposition in Baihetan Reservoir Area

LUO Gang1(), XIAO Xiao2(), WU Di1, JISHA Ri-fu1, LU Jun1   

  1. 1 China Three Gorges Corporation,Wuhan 430010,China
    2 Bureau of Hydrology,Changjiang Water Resources Commission,Wuhan 430010,China
  • Received:2024-11-26 Revised:2025-02-08 Published:2025-08-01 Online:2025-08-01

摘要: 深入分析白鹤滩库区水沙及冲淤特性的变化规律,是白鹤滩库区河段诸多工程问题的基础支撑。基于实测水沙、地形及水流等观测资料,采用水沙关系分析、输沙量计算及冲淤量计算等方法研究库区水沙特征及冲淤规律。结果表明:乌东德与白鹤滩水电站相继运行后,河段年径流量略有下降,年输沙量剧降90%以上;月均径流量分布重分配,12月份径流量增加,7月份径流量减少。从整体来看河段呈淤积趋势, 2021—2023年总淤积量达到1 263万m3,而白鹤滩库尾区域,受乌东德坝下泄水流条件的影响呈现冲刷态势。乌东德坝下游20 km范围内水流非恒定流特性强,动能大,挟沙能力强,导致显著冲刷;下游河段水位趋于稳定,流速减缓,挟沙能力弱,加之支流入汇泥沙补给,共同作用促成库区河段淤积。

关键词: 水沙关系, 冲淤变化, 冲刷预测, 坝下游, 白鹤滩库区

Abstract:

[Objective] This study aims to investigate the dramatic changes in water-sediment processes within the Jinsha River reservoir area following the impoundment and operation of the Wudongde and Baihetan cascade hydropower stations. Using multi-source observational data, the study reveals the variation patterns of water and sediment fluxes between the two dams, the spatiotemporal distribution characteristics of riverbed erosion and deposition, and their driving mechanisms. The findings provide scientific support for reservoir safety operation, navigation channel management, and ecological conservation. [Methods] The study was conducted using runoff-sediment transport data from 2015 to 2023 at the Wudongde and Baihetan hydrological stations, fixed cross-sectional topographic surveys from 2016 to 2023, and hydrodynamic measurements collected downstream of the Wudongde Dam in 2023. Water-sediment relationship analysis was employed to examine the response patterns between runoff and sediment transport. Erosion and deposition volumes were calculated using the cross-sectional method, with 825 m water level as the reference and the channel storage volume estimated via the frustum formula. Spatial variations of erosion and deposition were quantified by overlaying thalweg line and comparing morphological changes of typical cross-sections (JC199, JC153, JC126). [Results] 1) Water-sediment flux variations: Annual runoff exhibited a slight decrease, 2% at the Wudongde station and 17.8% at the Baihetan station. Annual sediment transport plummeted by more than 90%, primarily due to the “cumulative sediment retention effect” of upstream reservoirs. Intra-annual runoff distribution demonstrated a “peak-shaving and valley-filling” pattern, with a 22%-48% increase in December and a 16%-38% decrease in July. Sediment transport was concentrated from June to October (accounting for over 63%), yet monthly averages dropped by more than 95%. A progressive downstream sedimentation trend was observed in September. 2) Spatiotemporal evolution of erosion and deposition: erosion dominated during dry season (October-May), while deposition dominated the wet season (May-October). From 2021 to 2023, a net deposition volume reached 12.63 million m3, showing an overall cumulative trend. Spatially, a strong erosion zone formed at the reservoir tail driven by the high-kinetic-energy discharges from the Wudongde Dam. The core deposition area in the main reservoir was found 25-75 km upstream of the dam. In the tributary-affected zone, the Heishui River confluence showed prominent deposition. 3) Driving mechanisms of erosion and deposition: In terms of hydrodynamic forces, erosion was triggered by high flow velocities and strong sediment-carrying capacities within 20 km downstream of the Wudongde Dam, while beyond this zone, deposition was promoted by slower flows and weaker sediment-carrying capacities. Regarding tributary replenishment, tributaries such as the Pudu River, Xiaojiang River, and Heishui River contributed an average annual sediment transport of 5.73 million tons (2011-2022), accounting for over 46% of the deposition volume in the reservoir area. [Conclusions] The operation of cascade hydropower stations has restructured the water-sediment process. Although the runoff volume decreased slightly, its intra-annual redistribution was significant, and the sediment transport plummeted by 96% due to the “cumulative sediment retention effect”, with sediment being concentrated in flood season. The erosion and deposition in the reservoir area exhibit a spatial pattern of “erosion at the tail and deposition in the head”. The reservoir tail is eroded by the discharged flow, while the main reservoir experiences deposition due to reduced flow velocity and tributary replenishment, with the confluence of the Heishui River being a key source of deposition. A clear long-term deposition trend is observed, and it is necessary to focus on the high-risk deposition zone 25-75 km upstream of the dam and the sections with drastic morphological changes at tributary estuaries. These findings provide a quantitative basis for the joint operation of cascade reservoirs, navigation channel maintenance, and sediment management.

Key words: water-sediment relationship, erosion and deposition dynamics, erosion prediction, downstream of dam, Baihetan Reservoir Area

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