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水力发电学报 ›› 2024, Vol. 43 ›› Issue (3): 14-23.doi: 10.11660/slfdxb.20240302

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床沙级配调整对黄河下游洪水演进的影响

  

  • 出版日期:2024-03-25 发布日期:2024-03-25

Effects of bed sand gradation adjustment on flood routing in lower Yellow River mainstream

  • Online:2024-03-25 Published:2024-03-25

摘要: 小浪底水库运行以来,进入黄河下游的水沙条件出现了较大变化,受水库清水下泄影响,黄河下游床沙粒径出现了明显的粗化。为了探讨床沙级配粗化对黄河下游洪水演进的影响,本文首先建立了适用于黄河下游的一维水沙耦合数学模型,然后采用花园口至孙口河段2020年4—10月的实测洪水过程对模型进行了验证;其次根据河段床沙粗化特点,并以花园口床沙粗化过程为代表,设计了4组床沙级配作为模拟计算的初始床沙条件;最后采用验证后的模型进行了模拟计算,分析了床沙级配调整对洪水演进的影响。结果表明:床沙级配调整对黄河下游的流量、水位、含沙量、洪水演进时间以及河段冲淤量均有影响,但是对流量影响较小,而水位、含沙量、洪水演进时间与河段冲淤量对床沙级配的改变响应较为敏感。床沙中值粒径d50由0.076 mm(级配1)增至0.242 mm(级配4)时,夹河滩断面水位增高0.89 m,花园口至孙口河段冲淤量由冲刷0.679亿m3转变为淤积0.059亿m3,冲刷量减幅为109%。研究结果可为新水沙情势下黄河下游河道治理提供借鉴与参考。

关键词: 一维水沙耦合模型, 床沙粗化, 洪水演进, 冲淤变化, 黄河下游

Abstract: Since the operation of Xiaolangdi Reservoir, significant changes have occurred in the conditions of water and sediment entering the lower Yellow mainstream. Due to the impact of clear water discharge from the reservoir, noticeable bed sediment coarsening has occurred downstream of the reservoir. To investigate the impact of bed sediment gradation adjustment on flood routing in this mainstream section, this study first develops a one-dimensional water-sediment coupling mathematical model suitable for the section. And the model is validated using the observed floods occurring from Apr. to Oct. 2020 in the reach of Huayuankou to Sunkou. Then, we design four sets of bed sediment gradations as the initial bed sediment conditions for numerical simulations, based on bed sediment coarsening characteristics over this reach, and taking bed sediment coarsening at Huayuankou as a representative process. Finally, the validated model is used for simulations and the impact of bed sediment gradation adjustment on flood routing is examined. The simulations show the adjustment has an influence on the discharge, water level, sediment concentration, flood routing time, and scour and deposition in the lower Yellow mainstream. Generally, the influence on the river discharge is relatively small, while more sensitive are the responses of water level, sediment concentration, flood routing time, and scour and deposition to the changes in bed sediment gradation. We predict that when the median diameter (d50) of bed sediment increases from 0.076 mm (Gradation 1) to 0.242 mm (Gradation 4), water level at the Jiahetan cross-section will rise by 0.89 m, and scour and deposition in the Huayuankou-Sunkou reach will change from a scour volume of 67.9 million m3 to a deposition volume of 5.9 million m3, indicating a reduction of 109% in the scour rate. The findings of this study help manage the lower Yellow River channel under new water-sediment conditions.

Key words: 1D water-sediment coupling model, bed sand coarsening, flood routing, scour and deposition change, lower Yellow River

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