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    王刚, 王贺然, 乔鹤, 付晓娣, 赵丽平, 朱亚峰. 北京市凉水河非汛期闸坝控制水位研究及效益分析[J]. 中国防汛抗旱, 2021, 31(10): 56-60. DOI: 10.16867/j.issn.1673-9264.2021151
    引用本文: 王刚, 王贺然, 乔鹤, 付晓娣, 赵丽平, 朱亚峰. 北京市凉水河非汛期闸坝控制水位研究及效益分析[J]. 中国防汛抗旱, 2021, 31(10): 56-60. DOI: 10.16867/j.issn.1673-9264.2021151
    WANG Gang, WANG Heran, QIAO He, FU Xiaodi, ZHAO Liping, ZHU Yafeng. Research and benefit analysis of the water level control of the sluice dams on liangshui river in Beijing during non-flood season[J]. China Flood & Drought Management, 2021, 31(10): 56-60. DOI: 10.16867/j.issn.1673-9264.2021151
    Citation: WANG Gang, WANG Heran, QIAO He, FU Xiaodi, ZHAO Liping, ZHU Yafeng. Research and benefit analysis of the water level control of the sluice dams on liangshui river in Beijing during non-flood season[J]. China Flood & Drought Management, 2021, 31(10): 56-60. DOI: 10.16867/j.issn.1673-9264.2021151

    北京市凉水河非汛期闸坝控制水位研究及效益分析

    Research and benefit analysis of the water level control of the sluice dams on liangshui river in Beijing during non-flood season

    • 摘要: 凉水河既是北京市“南分洪”重要排洪河道,又是重要的景观河道。随着水生态环境改善和居民亲水需求增长,凉水河功能逐渐由单一的防洪排涝向“防洪、生态、景观、休闲”等多功能综合利用转变。基于MIKE11模型,以不淹没两岸服务通道及壅水不影响上游闸坝调度为原则,经模拟计算提出了主要闸坝非汛期控制运用水位要求,并进行了蓄水效益分析。分析结果表明,洋桥橡胶坝、大红门闸、马驹桥闸、新河闸、张家湾闸非汛期推荐的控制运用水位分别为35.22 m、32.25 m、23.85 m、18.96 m和17.05 m;与敞泄运行相比,可增加蓄水量共约68万m3,增加水面面积2.3万m2,生态环境效益显著。

       

      Abstract: The Liangshui River is not only an important flood conveyance channel in the "Southern Flood Diversion" of Beijing, but also an important landscape channel. With the improvement of water ecological environment and the increase of residents' hydrophilic demand, the function of Liangshui River has gradually evolved from single flood prevention and drainage to multi-functional comprehensive utilization such as flood prevention, ecology, landscape and recreation. Based on the MIKE11 model, this paper proposes the water level requirements for the non-flood season control of main sluice and dam, and analyzes the water storage benefits based on the principle of not flooding the service channels on both sides of bank and the backwater not affecting the upstream sluice and dam operation. The results show that the recommended control water levels for the Yangqiao Rubber Dam, Dahongmen Gate, Majuqiao Gate, Xinhe Gate and Zhangjiawan Gate during non-flood seasons are 35.22 m, 32.25 m, 23.85 m, 18.96 m and 17.05 m respectively; Compared with open discharge operation, the water level control can increase the water storage capacity by a total of about 680 000 m3, increase the water surface area by 23 000 m2, and have significant ecological and environmental benefits.

       

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