人民长江 ›› 2022, Vol. 53 ›› Issue (5): 41-46.doi: 10.16232/j.cnki.1001-4179.2022.05.007

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巢湖闸下河网洪水演进及闸门调度数值模拟

刘恒恒;齐鹏云;万能胜;熊竹阳;赖锡军;   

  • 发布日期:2022-06-27

Numerical simulation on flood routing and sluice gate dispatching in river network of Chaohu Lake

LIU Hengheng1,2, QI Pengyun3, WAN Nengsheng3, XIONG Zhuyang3, LAI Xijun1   

  • Published:2022-06-27

摘要: 以巢湖2020年汛期超历史洪水为例,建立了多闸联合调度的裕溪河-牛屯河河网一维非恒定流模型,用于模拟分析巢湖洪水外排过程及闸门调度对裕溪闸-牛屯河环形河网的影响。以实测资料对该模型进行了验证,结果表明:(1)模型能够可靠预测巢湖闸下环形河网水动力过程,并能预测闸门启闭影响下的河网水量动态分配情况。(2)铜城闸作为关键节点闸门,其开启分洪可以增泄巢湖洪水,但同时也降低了通过裕溪闸的泄流量,巢湖闸增泄量约占铜城闸泄量的1/3~1/2。(3)过度利用铜城闸分洪会造成裕溪闸泄洪能力发挥不足,从而会增大牛屯河的防洪压力。2020年洪水期间,得益于适时适度地开启铜城闸进行分洪,增泄了4亿m3水量,相当于巢湖水位平均下降约0.46 m。因此,在实际操作中应合理运用铜城闸的防洪减灾功能。

关键词: 洪水演进;一维水动力模型;闸门调度;裕溪河-牛屯河;巢湖;安徽省;

Abstract: Taking Chaohu Lake's 2020 flood season as an example, a one-dimensional unsteady flow model considering the joint-operation of multi sluice gates was established for modeling flood routing and sluice gate dispatching in the Yuxi-Niutun river network of Chaohu Lake. The model was validated with the actual data from Chaohu Lake in 2020. Results showed that: ①the model reliably predicted the hydrodynamic process in the circular river network downstream the Chaohu Gate, and the dynamic distribution of water in the river network induced by the sluice gate operation was also caught well. ②Tongcheng Gate was a key gate that controls the flood diversion from the mainstream, as its opening can expand flood draining of Chaohu Lake by increasing the flood discharge to the diversion river, but reduce the discharge flow through Yuxi Gate. The increased discharge of Chaohu Gate accounted for about 1/3 to 1/2 of the discharge of Tongcheng Gate. ③Excessive use of the Tongcheng Gate for flood diversion may weaken the flood discharge capacity of the Yuxi Gate and aggravate the flood control pressure of the Niutun River. During the flood season in 2020, due to the timely and appropriate opening of the Tongcheng Gate for flood diversion, 400 million cubic meters of water was additionally discharged, which was equivalent to an average drop of about 0.46 m of the water level in Chaohu Lake. Therefore, operation of the Tongcheng Gate for flood prevention and mitigation should be reasonably used in practice.

Key words: flood routing; one dimensional hydrodynamic model; gate dispatching; Yuxi-Niutun River; Chaohu Lake; Anhui Province