Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, 530004, China; Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, 530004, China; Guangxi Provincial Engineering Research Center of Water Security Intelligent Control for Karst Region, College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China.
Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, 530004, China; Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, 530004, China; Guangxi Provincial Engineering Research Center of Water Security Intelligent Control for Karst Region, College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China.
J Environ Manage. 2023 Apr 15;332:117395. doi: 10.1016/j.jenvman.2023.117395. Epub 2023 Feb 2.
Currently, China is experiencing a phase of rapid urbanization. With the frequent occurrence of extreme rainfall events within the context of climate change, the problem of heavy rainfall and waterlogging in many cities is very prominent. In November 2020, China issued a proposal for the construction of sponge cities across the entire region to significantly enhance the rainfall flood prevention and drainage capacity of cities and effectively improve the resilience of sponge city systems for flooding management. Therefore, this paper selected the Zhu pai-chong watershed in Nanning with frequent waterlogging disasters as an example. Based on underlying surface information, We used a coupled SWMM-LISFOOD model to simulate runoff and waterlogging processes and analyze the spatial and temporal evolution characteristics of the basin under 10 designed rainstorm return periods (0.25a-50a). The results confirm the substantial spatial and temporal variabilities of the runoff coefficient in the study area; impermeability was the main factor contributing to high runoff coefficient values. The spatial distribution characteristics of inundation area was general dispersion and local linear aggregation. Furthermore, this study assessed the effect of the control rate of blue‒green‒gray facilities on the actual storms, and the value ranged from only 48.6% (0.25a)-24.05% (50a). This study quantified the two-dimensional distribution of rainfall storage volume thresholds with or without considering the discharged from the pipe network. Quantitative mapping between the elements of "rainfall-storage volume of blue‒green‒gray facilities-runoff-drainage capacity of the pipe network-waterlogging level" was conducted within the study area as an example. Finally, an overall technical process scheme for rainfall and waterlogging management was proposed. The scheme covered the hydrological‒hydraulic mechanism, storage function of sponge facilities, engineering control response, nonengineering measures and intelligent management of rainfall and waterlogging during sponge city construction, which could provide critical scientific support for effective promotion of the construction of sponge cities in China.
当前,中国正处于快速城市化阶段。在气候变化背景下,极端降雨事件频繁发生,许多城市的强降雨和内涝问题十分突出。2020 年 11 月,中国提出全域推进海绵城市建设的理念,以显著增强城市降雨防洪排涝能力,有效提高城市洪涝系统韧性。因此,本文选取内涝灾害频发的南宁市竹排冲流域为研究对象,基于下垫面信息,采用耦合 SWMM-LISFOOD 模型对设计重现期为 0.25a-50a 的 10 场暴雨条件下的流域产汇流过程进行模拟,并分析流域的时空演变特征。结果表明,研究区的径流系数具有显著的时空变异性,不透水面积是导致高径流系数的主要因素;积水区域的空间分布特征总体呈现离散性,局部呈现线性聚集性。此外,本文评估了蓝绿灰设施控制率对实际暴雨的影响,结果表明控制率范围仅为 48.6%(0.25a)-24.05%(50a)。本文量化了在考虑或不考虑管网排水的情况下,降雨存储量阈值的二维分布,并以研究区为例进行了“降雨-蓝绿灰设施存储量-径流-管网排水能力-积水深度”要素之间的定量映射。最后,提出了一个针对降雨和内涝管理的整体技术流程方案,涵盖了海绵城市建设中的水文水力机制、海绵设施的存储功能、工程控制响应、非工程措施和智能管理等方面,为中国有效推进海绵城市建设提供了重要的科学支撑。