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考虑水质因素的供水管网抗震韧性评估

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城市基础设施系统抗震韧性分析模型是评估城市防震减灾能力并指导震后恢复工作的重要依据.提出了耦合水力与水质模拟的供水管网抗震韧性评估模型.根据管道地震易损性模型和Monte Carlo模拟生成管网地震破坏场景,并采用动态重要度方法模拟管网震后修复过程.通过管网中余氯浓度的降低表示地震破坏对管网水质的负面影响,震后管网余氯浓度的变化取决于管道破坏引起的供水路径和水量的变化.采用震后余氯浓度未下降的用户节点供水量,作为管网系统水质性能评估指标.所提出的模型应用于 2 个不同布局的Benchmark案例管网.研究结果表明:管道破损处的水量漏失导致其上游管道的水流量增加、余氯浓度增大,下游管道的供水路径延长、余氯浓度减小.管网的水质韧性值往往低于水力韧性值,水力和水质韧性相对差异程度受到管网布局和运行规则的影响,文中案例管网水质和水力指标计算的抗震韧性损失指标的相对差异在 17%~286%之间;运行规则复杂且含有调节水箱的管网,其水力和水质韧性的差异较大.
Seismic resilience evaluation of water supply network considering water quality factors
Resilience evaluation of infrastructure system provides an essential basis for the resilience enhancement and disaster mitigation of urban communities.This study presents a seismic resilience evaluation model for water supply network that integrates the hydraulic with water quality simulation.The seismic damage scenarios of water supply network are generated according to seismic fragility model of pipelines and the Monte Carlo simulation,and the post-earthquake recovery of pipeline damages is simulated by dynamic importance-based recovery sequence.The negative influence of earthquake hazard on water quality is investigated by the chlorine concentration reduction of water,which depends on the changes in water age and supply path caused by pipeline damages.The water supply of user nodes without quality deterioration after earthquakes is used as the water quality performance index of water supply network.The proposed evaluation model is implemented in two benchmark water supply network with different layouts.Application results show that the water losses of pipeline damages lead to water flow increases and greater chlorine concentration in its upstream pipelines,and lead to prolonged water supply path and smaller chlorine concentration in its downstream pipelines.The water quality resilience of water supply network tends to be lower than that of hydraulic services,and the relative difference between hydraulic and water quality resilience is affected by the layout and operating rules of water supply network.In the application case of water supply network,the relative difference of seismic resilience loss calculated by water quality and hydraulic ranges from 17%to 286%,and there is a large difference between hydraulic and water quality resilience of water supply network whose operating rules are complex and contain regulating tanks.

water supply networkseismic resilienceresilience indexwater quality modelhydraulic model

侯本伟、黄金美、韩朝、吴珊

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北京工业大学 城市建设学部,北京 100124

北京市工程咨询有限公司,北京 100124

防灾科技学院 土木工程学院,河北 三河 065201

供水管网 抗震韧性 韧性指标 水质模型 水力模型

国家重点研发计划项目国家自然科学基金项目

2022YFC300360351978023

2024

地震工程与工程振动
中国力学学会 中国地震局工程力学研究所

地震工程与工程振动

CSTPCD北大核心
影响因子:0.658
ISSN:1000-1301
年,卷(期):2024.44(2)
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