考虑地下管网健康状态的城市内涝韧性评估模型研究OA
Research on Urban Flooding Resilience Assessment Model Considering the Health Status of Underground Pipeline Network
随着降雨持续加强与城市化快速发展,城市内涝已成为全球范围内广泛关注的城市治理难题.在此背景下,韧性城市已成为指导城市建设与设施运维的重要理念.本文针对城市地下排水管网健康状态与降雨-内涝演化过程的动态耦合关系,采用InfoWorks ICM模拟与熵权法相结合的方法,量化分析了排水管网病害对局部城市区域内涝韧性的影响规律.研究结果表明:(1)将管网病害作为重要因素纳入内涝韧性指标体系后,压力层权重由0.206 0大幅提升至0.402 1,成为主导性准则层,其中管网淤堵数、管网断裂数权重值分别为0.162 0、0.067 3,成为核心的消极指标,合计贡献总权重的22.93%.可见,排水管网病害是城市内涝积水的重要诱因;(2)内涝韧性指数与区域排水管网健康状态呈正相关,即区域排水管网病害程度越低,内涝韧性指数越高,该区域对内涝的消纳韧性水平越高.(3)针对不同韧性等级区域的内涝防控,提出差异化韧性提升策略,高韧性区域需以精细化常态运维为主;中韧性区域需聚焦管网病害修复与雨污分流改造;低韧性区域则应开展生态化改造,根本性地提升区域蓄洪能力.本研究所构建的评估方法可为类似区域的韧性评估奠定基础,为更科学的城市规划、管网改造与内涝应急响应决策提供依据.
As rainfall continues to intensify and urbanization rapidly advances,urban flooding has become a widely concerned urban governance challenge globally.In this context,resilient cities have emerged as a crucial concept guiding urban construction and infrastructure maintenance.Focusing on the dynamic coupling between the health status of urban drainage networks and the evolution process of rainfall-induced waterlogging,this study quantitatively analyzes the impact of drainage network defects on the waterlogging resilience within local urban areas by combining InfoWorks ICM simulation with the entropy weight method.The research findings indicate that:(1)After incorporating network defects as an important factor into the waterlogging resilience index system,the weight of the pressure layer increases significantly from 0.206 0 to 0.402 1,making it the dominant criterion layer.Specifically,the weights of network blockage count and network fracture count are 0.162 0 and 0.067 3,respectively,serving as core negative indicators,contributing 22.93%to the overall weight.Evidently,drainage network defects are a significant cause of urban waterlogging;(2)The waterlogging resilience index is positively correlated with the health status of regional drainage networks,meaning that the lower the degree of network defects,the higher the waterlogging resilience index,indicating a higher level of resilience to waterlogging in the area.(3)For waterlogging prevention and control in areas with different resilience levels,differentiated resilience enhancement strategies are proposed.High-resilience areas should prioritize refined routine operation and maintenance;medium-resilience areas should focus on network defect repair and rainwater-sewage diversion renovation;low-resilience areas should undertake ecological renovation to fundamentally enhance regional flood storage capacity.The evaluation method established in this study can lay a foundation for resilience assessment in similar areas and provide a basis for more scientific urban planning,pipe network renovation,and emergency response decision-making for waterlogging.
鹿伟;孟凌霄;刘春雷;宋晓龙;胡晓旭;许英东;张艺文
中国海洋大学工程学院,山东 青岛 266404||中国建设基础设施有限公司,北京 100044中国建设基础设施有限公司,北京 100044山东农业大学基建处,山东 泰安 271018新汶矿业集团有限责任公司,山东 泰安 271200新汶矿业集团有限责任公司,山东 泰安 271200中国建设基础设施有限公司,北京 100044中国建设基础设施有限公司,北京 100044
建筑与水利
内涝韧性管网病害InfoWorks ICM熵权法韧性指标
Urban flood resiliencepipeline defectsinfoWorks ICMentropy weight methodresilience indicators
《山东农业大学学报(自然科学版)》 2026 (4)
583-597,15
中建股份科技研发计划资助(CSCEC-2024-Z-31)国家自然科学基金(52309132)
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