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    吴明豪, 李豪, 肖萌, 刘志成. 永定河北京段河流形态模拟与弹性修复策略研究[J]. 北京林业大学学报, 2021, 43(7): 128-139. DOI: 10.12171/j.1000-1522.20200240
    引用本文: 吴明豪, 李豪, 肖萌, 刘志成. 永定河北京段河流形态模拟与弹性修复策略研究[J]. 北京林业大学学报, 2021, 43(7): 128-139. DOI: 10.12171/j.1000-1522.20200240
    Wu Minghao, Li Hao, Xiao Meng, Liu Zhicheng. River morphology simulation and resilient restoration strategies of Yongding River in Beijing[J]. Journal of Beijing Forestry University, 2021, 43(7): 128-139. DOI: 10.12171/j.1000-1522.20200240
    Citation: Wu Minghao, Li Hao, Xiao Meng, Liu Zhicheng. River morphology simulation and resilient restoration strategies of Yongding River in Beijing[J]. Journal of Beijing Forestry University, 2021, 43(7): 128-139. DOI: 10.12171/j.1000-1522.20200240

    永定河北京段河流形态模拟与弹性修复策略研究

    River morphology simulation and resilient restoration strategies of Yongding River in Beijing

    • 摘要:
        目的  自20世纪80年代断流以来,永定河下游河道被侵占、破坏严重,2019年和2020年永定河实施生态补水工作。本文选取永定河宛平湖至黄良铁路间河段,模拟不同生态流量和洪水脉冲流量设定下河流形态特征,目的是将补水流量变化与河流形态变化联系,为河流生态修复提供科学支撑。
        方法  (1)运用Tennant法计算永定河下游生态流量,并选取3种不同等级的生态流量作为后续模拟输入;(2)使用CAESAR-Lisflood 模型模拟3种生态流量和4种洪水脉冲流量下的形态特征。
        结果  (1)模拟得到3种生态流量下河道内年平均水面面积为439.29 ~ 462.74 hm2,水面高度在40 ~ 52 m之间,最大流速为1.49 ~ 2.24 m/s。河道内侵蚀区域面积为52.18 ~ 77.94 hm2,沉积区域为61.70 ~ 101.39 hm2。4种洪水脉冲流量下,河道内年平均水面面积为637.58 ~ 769.25 hm2,水面高度在42 ~ 55 m之间,最大流速在3.92 ~ 5.85 m/s之间。(2)根据不同河段的形态特征,河道内侵蚀/沉积区域范围和5年一遇洪水淹没范围,提出不同河段修复策略,并确定河道内弹性空间范围。
        结论  在生态补水工作的促进下,研究河段以及整个永定河北京段断流河段的修复应以自然修复为主,人工修复为辅。在生态修复过程中需要预留充足的河流空间,允许河道形态变化,发挥河道自我修复能力。通过长期的、不间断的人工监测和策略调整,逐渐恢复断流区河流生态系统功能及自然河流景观。

       

      Abstract:
        Objective  The downstream channel of Yongding River was occupied and damaged seriously after it was dry from the 1980s. Ecological water replenishments were carried out in 2019 and 2020 for river ecological restoration. The reach between Wanping Lake and Huangliang Railway was selected to simulate the river morphology under different ecological flows and pulse flows. This paper aims to couple different flow discharges with the river spatial morphology to provide information for ecological restoration.
        Method  (1) Ecological flow discharges of different habitat conditions were calculated by Tennant method. And three ecological flow discharges and four pulse flow discharges were selected and set as the hydrology inputs for simulation. (2) The river morphology characteristics under flow discharges above were modelled by CAESAR-Lisflood model.
        Result  (1) The simulation results under different ecological flows were: the annual average wetted areas were 439.29−462.74 ha, water surface heights were 40−52 m, the Max. velocities were 1.49−2.24 m/s, the erosion areas were 52.18−77.94 ha, and the deposition areas were 61.70−101.39 ha. The results under different pulse flows were: the wetted areas were 637.58−769.25 ha, water surface height was 42−55 m, and the Max. velocities were 3.92−5.85 m/s. (2) The restoration alternatives were suggested according to the river spatial morphology characteristics. And the erosion/deposion areas and the flooding areas under 5-year return period flood were identified as the resilient space.
        Conclusion  The study reach and the whole dry downstream of Yongding River in Beijing should be ecologically restored by natural recovery and artificial restoration measures under the implementation of ecological water replenishment. It is necessary to make space for nature to heal itself and for river dynamic processes. And it needs long-term monitoring and adaptive management strategies to rebuild the ecosystem function and the natural river landscape in the future.

       

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