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暴雨内涝灾害下社区韧性压力测试方法研究

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社区韧性成为公共安全领域的研究热点,但韧性压力测试的概念尚处于萌芽阶段.该文基于韧性曲线提出了通用的社区韧性压力测试分析框架,以暴雨内涝灾害为例,构建了 12种压力测试暴雨情景,基于水动力学方法建立暴雨内涝模型,提出了融合管网排水能力与淹没时空特征的暴雨内涝灾害下社区韧性压力测试方法.以某社区为例,结合实验监测数据,开展了社区暴雨内涝韧性压力测试.结果发现,暴雨内涝灾害时社区韧性受降雨历时影响不大但与小时雨强呈正相关,在200.0mm/h的极端降雨情景下该社区约44%区域被淹,管网排水能力完全恢复需5.7 h.基于测试结果针对性地提出了暴雨内涝灾害下社区韧性提升建议.该分析框架和方法可为社区韧性评价提供决策支持.
Research on community resilience stress testing method under rainstorm waterlogging disaster
[Objective]Recently,extreme precipitation has increased globally.Waterlogging disasters caused by rainfall have endangered people's lives and caused property losses.As the cell of the city,the community is the fundamental unit to resiliently withstand disasters.However,stress testing in the community resilience field is still in its infancy,and little research exists on relevant theoretical and technical frameworks.Therefore,this paper uses a rainstorm waterlogging disaster as an example to study the community resilience stress test method and provides application cases.[Methods]The community resilience stress test stimulates and assesses community resilience in response to various emergency events.Herein,the resilience curve method is used to calculate community resilience.This paper presents a specific community resilience stress test method for rainstorm waterlogging disasters.First,using the historical rainstorm disaster data and rainstorm intensity formula,12 extreme rainfall scenarios were designed according to the 2 dimensions of hourly rain intensity and rainfall duration,covering 30-200 mm hourly rain intensity.Second,based on InfoWorks Integrated Catchment Modeling,this paper constructs a community rainstorm waterlogging hydrodynamic model.This study conducted the community rainstorm waterlogging measurement experiment in the rainy season.The monitoring data obtained are used for parameter calibration and validation of the hydrodynamic model.Then,this paper presented a resilience evaluation method focusing on engineering resilience.The system performance of community rainstorm waterlogging is defined by the proportion of inundated areas.The system performance of a drainage network is defined by the fullness of the drainage network.Community waterlogging resilience was calculated using these two types of system performance.Resilience is expressed using the area of the concave portion of the system performance curve of community rainstorm waterlogging.The termination time of the integral is calculated as the time when the system performance of the drainage network returns to 1.[Results]Using the community J in Beijing as an example,this paper conducted a stress test on the community's waterlogging resilience under 12 different extreme rainfall scenarios,based on the results of hydrodynamic simulation.The results show that community resilience is less affected by rainfall duration and positively correlated with hourly rainfall intensity under rainstorm waterlogging disasters.Under the extreme rainfall scenario of 200 mm/h,about 44%of the community was flooded,and the maximum water depth was nearly 1 m.About 95%of drainage pipes are overloaded.It takes 5.7 hours to fully restore the drainage capacity of the network.Waterlogging spots of varying severity in this community are observed.This paper provides targeted suggestions on how to improve community resilience under rainstorm waterlogging disasters for five main waterlogging-prone spots.[Conclusions]This paper proposes a stress test method for community resilience to waterlogging and analyzes the evolution process of resilience and risk tolerance of community J from two perspectives:drainage capacity of pipe network and inundated area of the community.This method provides a quantitative assessment of community resilience.The test results can be used for monitoring and investigating rainstorm waterlogging risk in community institutions and government departments.These results are conducive to preventing and resolving disaster risks in advance.

community resiliencestress testingrainstorm waterlogginghydrodynamic model

代鑫、黄弘、于富才、吴爱枝、时德轶、张鹏

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清华大学安全科学学院,公共安全研究院,北京 100084

北京市应急管理科学技术研究院,北京 101101

社区韧性 压力测试 暴雨内涝 水动力学模型

2024

清华大学学报(自然科学版)
清华大学

清华大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.586
ISSN:1000-0054
年,卷(期):2024.64(9)