三峡水库场次洪水排沙规律及影响因素

Sediment delivery regularity and its influencing factors during flood events in the Three Gorges Reservoir

  • 摘要: 水库泥沙淤积导致库容损失, 影响水库综合效益发挥, 研究水库排沙规律及影响因素对于改善水库淤积状况具有重要意义。根据2003—2021年朱沱、北碚、武隆、寸滩等水文站实测数据, 合理划分三峡水库场次洪水过程, 分析其排沙规律, 并重点研究坝前水位、入出库输沙率、洪水滞留时间等因素对排沙的影响。结果表明: 三峡水库场次洪水过程的划分采用统一的定量标准并考虑洪峰沙峰异步传播的影响更加合理; 水库排沙主要集中在汛期场次洪水, 各年汛期场次洪水排沙总量平均占全年的67.0%; 场次洪水排沙比与坝前水位成反比、与入出库输沙率成正比, 但相关性均小于与其成反比的洪水滞留时间, 且当入库平均流量大于30 000 m3/s或坝前平均水位低于150 m时, 排沙比与各因素之间的相关性均有所提升。研究成果可为优化三峡水库运行方式、减少水库泥沙淤积等提供重要参考。

     

    Abstract: Reservoir sedimentation leads to a loss of storage capacity, thereby affecting the ability of a reservoir to fulfil its designated purpose. Accordingly, it is important to investigate the regularity of sediment delivery to constrain reservoir sedimentation. On the basis of data recorded at Zhutuo, Beibei, Wulong, Cuntan, and other hydrological stations between 2003 and 2021, individual flood events in the Three Gorges Reservoir (TGR) were identified. The regularity of sediment delivery during each flood event was then analyzed. The impacts of factors such as the water level in front of the dam, the rate of sediment transport into and out of the reservoir, and flood detention time on sediment delivery during flood events were investigated. The results indicate that it is more reasonable to classify the flood events in the TGR by considering the asynchronous propagation of flood and sediment peaks on the basis of a unified quantitative standard. Sediment delivery in the TGR occurred mainly during flood events, accounting for 67.0% of the annual sediment delivery volume. The sediment delivery ratio (SDR) during the flood events was inversely proportional to the water level in front of the dam and proportional to the sediment transport rate into and out of the reservoir. However, the correlations were weaker than that between the SDR and flood detention time, whereby the SDR was inversely proportional to the flood detention time. The correlations between the SDR and other factors were strongest during flood events when the average inflow was greater than 30 000 m3/s or the average water level in front of the dam was less than 150 m. This study provides an important reference for optimizing the operation of the TGR and reducing sediment deposition.

     

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