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基于失效风险指数的S市供水管网优化调度OA

Optimized Controling of Water Supply Pipelines Network Based on Failure Risk Index in S City

中文摘要英文摘要

[目的]为实现城市供水管网降漏控漏,需要构建安全可靠的供水体系.管道失效风险评价可实现对失效高风险管道的提前预知,成为保障供水管网长期稳定运行的基础.[方法]以S市供水管网为研究对象,基于Logistic回归,将管材、管径、管龄、运行压力、埋深和道路级别作为评价因素,进行失效概率评价;基于水力模型模拟结果,将供水不足率作为评价因素,进行失效后果评价;提出失效风险指数,将管道失效概率值与后果值相乘,得到管道失效风险评价结果.以失效风险指数最小为寻优目标,以包括泵站电耗成本在内的6个方程或方程组为约束条件,构建管网优化调度模型,采用遗传算法程序得到S市最优水泵调度方案.[结果]S市高失效风险管道占比为1.12%,其中0.38%为高概率高后果,0.42%为高概率低后果,0.32%为低概率高后果.优化调度后,S市管网全部管道的失效风险之和从12.601减小到11.739,降幅约达6.84%.[结论]采用失效风险评价模型可筛除部分高概率低后果与低概率高后果的异常管道,进一步缩小异常管道的范围,优化水司管道更新改造决策,节约管道更新改造成本.以失效风险指数最小为寻优目标的优化调度,不仅能够有效降低管网的失效风险,提高供水安全性,还能在保障用户用水舒适度的同时,实现供水企业经济效益的最大化.

[Objective]To achieve leakage reduction and control in urban water supply networks,it is necessary to construct a safe and reliable water supply system.The risk assessment of pipe failure can predict high-risk pipes in advance,forming the basis for ensuring the long-term stable operation of water supply networks.[Methods]Taking S City's water supply network as the research object,Logistic regression was used,with pipe material,diameter,age,operating pressure,burial depth,and road grade as evaluation factors for failure probability assessment.Based on the result of the hydraulic model simulation,the water supply shortage rate was used as an evaluation factor for failure consequence assessment.A failure risk index was proposed,multiplying the failure probability value with the consequence value to obtain the risk assessment result of pipe failure.With the minimum failure risk index as the optimization goal and six equations or equation groups(including pump station power consumption cost)as constraints,a network optimization scheduling model was constructed,and the optimal pump scheduling plan for S City was obtained using a genetic algorithm program.[Results]The proportion of high failure risk pipelines in S City was 1.12%,of which 0.38%were a high probaility-high consequence,0.42%were a high probability-low consequence,and 0.32%were a low probability-high consequence.After optimization scheduling,the total failure risk value of the water network in S City decreased from 12.601 to 11.739,with a approximately reduction of 6.84%.[Conclusion]Using the failure risk assessment model can screen out some abnormal pipes with high probability-low consequence and low probability-high consequence,further narrowing the scope of abnormal pipes,optimizing the decision-making for pipeline renewal and reconstruction by the water supply company,and saving the cost of pipe renewal and reconstruction.Optimization scheduling with the minimum failure risk index as the optimization goal not only effectively reduces the failure risk of the network,improves the safety of the water supply,but also maximizes the economic benefits of the water supply companies while ensuring the comfort of users' water use.

王光辉;李坤仪;高金良;李远哲;靖一丹;张天天

北京首创生态环保集团股份有限公司,北京 100044哈尔滨工业大学环境学院,黑龙江哈尔滨 150090哈尔滨工业大学环境学院,黑龙江哈尔滨 150090哈尔滨工业大学环境学院,黑龙江哈尔滨 150090哈尔滨工业大学环境学院,黑龙江哈尔滨 150090哈尔滨工业大学环境学院,黑龙江哈尔滨 150090

建筑与水利

城市供水管网失效风险评价优化调度Logistic回归遗传算法

urban water supply pipelines networkfailure risk evaluationoptimized controlingLogistic regressiongenetic algorithm

《净水技术》 2026 (5)

162-170,178,10

国家重点研发计划(2022YFC3203800)国家自然科学基金(51978203)揭榜制科研项目(CE602022000203)黑龙江省重点研发计划(2022ZX01A06)

10.15890/j.cnki.jsjs.2026.05.019

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