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    代志伟, 毛中豪, 郑嘉璇, 李佳玥, 廖向华, 黄国如. 快速城镇化形势下广州市洪涝安全评估——以从化小海河片区为例[J]. 中国防汛抗旱, 2022, 32(3): 1-7. DOI: 10.16867/j.issn.1673-9264.2022046
    引用本文: 代志伟, 毛中豪, 郑嘉璇, 李佳玥, 廖向华, 黄国如. 快速城镇化形势下广州市洪涝安全评估——以从化小海河片区为例[J]. 中国防汛抗旱, 2022, 32(3): 1-7. DOI: 10.16867/j.issn.1673-9264.2022046
    DAI Zhiwei, MAO Zhonghao, ZHENG Jiaxuan, LI Jiayue, LIAO Xianghua, HUANG Guoru. Flood and waterlogging safety assessment of Guangzhou City under the rapid urbanization—Taking Xiaohai River area of Conghua as an example[J]. China Flood & Drought Management, 2022, 32(3): 1-7. DOI: 10.16867/j.issn.1673-9264.2022046
    Citation: DAI Zhiwei, MAO Zhonghao, ZHENG Jiaxuan, LI Jiayue, LIAO Xianghua, HUANG Guoru. Flood and waterlogging safety assessment of Guangzhou City under the rapid urbanization—Taking Xiaohai River area of Conghua as an example[J]. China Flood & Drought Management, 2022, 32(3): 1-7. DOI: 10.16867/j.issn.1673-9264.2022046

    快速城镇化形势下广州市洪涝安全评估——以从化小海河片区为例

    Flood and waterlogging safety assessment of Guangzhou City under the rapid urbanization—Taking Xiaohai River area of Conghua as an example

    • 摘要: 随着城市化进程加快,洪涝灾害频发,为从根本上解决城市洪涝问题,需在规划设计阶段开展洪涝安全评估工作。以广州市从化小海河片区为例,构建基于InfoWorks ICM的一二维耦合模型,提出3种调蓄容积计算方法,并从防洪和内涝等方面对该片区规划建设后的洪涝安全进行评估。分析结果表明,规划建设后该片区的河道水系进行了局部调整,整体水面率均符合标准,河道基本满足防洪要求。规划建设后该片区的内涝中高风险地区有明显的增多,但在增设调蓄设施后,内涝中高风险地区的比例大为下降,只要对该片区进行良好的日常管理和应急抢险工作,可以有效地抵御100年一遇24 h设计暴雨。

       

      Abstract: With the acceleration of urbanization, flood and waterlogging disasters occur frequently. In order to fundamentally solve the problem of urban flood and waterlogging, it is necessary to carry out flood and waterlogging safety assessment in the planning and design stage. Taking the Xiaohai river area of Conghua in Guangzhou city as an example, a two-dimensional coupling model based on InfoWorks ICM is constructed, three calculation methods of regulation and storage volume are proposed, and the flood and waterlogging safety after the planning and construction of the area is evaluated from the aspects of flood prevention and waterlogging. The analysis results show that after the planning and construction, the river system in this area has been partially adjusted, the overall water surface rate meets the standard, and the river basically meets the flood prevention requirements. After the planning and construction, the medium and high-risk areas of waterlogging in this area have increased significantly, but after the addition of regulation and storage facilities, the proportion of medium and high-risk areas of waterlogging has decreased greatly. As long as good daily management and emergency rescue work are carried out in this area, it can effectively resist the design rainstorm with a return period of 100 years and 24 hours.

       

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