小浪底水库调控后黄河下游冲淤规律与水沙调控指标

Scouring and silting law of the Lower Yellow River and water and sediment regulation indicators after the regulation of Xiaolangdi Reservoir

  • 摘要: 为科学指导黄河调水调沙调度实践, 根据小浪底水库调控后黄河下游冲淤规律对水沙调控指标进行优化。选取2011—2022年黄河下游实测121场不同含沙量级水沙过程, 分析黄河下游水沙特点及其冲淤效率与水沙条件的响应关系, 以黄河下游不淤积以及主槽过流能力不降低为总体目标提出水沙调控指标。结果表明: ①小浪底水库对黄河下游水沙过程具有两极分化的调控作用, 高含沙量水流(平均含沙量Sav>10 kg/m3)的沙量全年占比为94%, 清水水流(Sav < 1 kg/m3)的水量全年占比为85%。②高含沙量水流的淤积效率与平均含沙量呈正相关线性关系。③清水水流的冲刷效率与平均流量呈正相关对数关系。④对于高含沙量水流, 丰水年调控水量为80亿m3, 平均流量为2 000~4 600 m3/s, 平均含沙量为50 kg/m3; 平水年调控水量为10亿m3, 平均流量为2 000~4 600 m3/s, 平均含沙量为150 kg/m3; 枯水年水库不排沙。对于清水水流, 需要避免下泄平均流量在800~1 800 m3/s范围内的水流过程。

     

    Abstract: In order to scientifically guide the practice of water and sediment regulation of the Yellow River, an optimization was necessary for water and sediment regulation indicators according to the law of scouring and silting in the Lower Yellow River after water and sediment regulation of the Xiaolangdi Reservoir. For this purpose, 121 water and sediment processes at different sediment concentrations measured in the Lower Yellow River from 2011 to 2022 were selected to analyze the water and sediment characteristics, and the relationship between the efficiency of scouring and silting and the water and sediment conditions. On this basis, water and sediment regulation indicators were proposed to ensure generally no siltation in the Lower Yellow River and no reduction of the discharge capacity of main channel. The results showed that: ① The Xiaolangdi Reservoir has a polarized regulation effect on the water and sediment process in the Lower Yellow River, that is, the sediment in the high sediment concentration flow (average sediment concentration Sav>10 kg/m3) accounts for 94% in the whole year, and the water in the clear water flow (Sav < 1 kg/m3) accounts for 85% in the whole year. ② The silting efficiency of high sediment concentration flow has a positive linear correlation relationship with the average sediment concentration. ③ The scouring efficiency of clear water flow has a positive logarithmic correlation relationship with the average discharge. ④ For high sediment concentration flow, in a high flow year, the water volume regulated is 8 billion m3, the average discharge is 2 000—4 600 m3/s and the average sediment concentration is 50 kg/m3; in a normal flow year, the water volume regulated is 1 billion m3, the average discharge is 2 000—4 600 m3/s and the average sediment concentration is 150 kg/m3; and in a low flow year, no sediment is discharged from the reservoir. For clear water flow, it is necessary to avoid water flow process with an average discharge of 800—1 800 m3/s.

     

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