...
首页> 外文期刊>Journal of Water Resources Planning and Management >Multiobjective Optimization of Rehabilitation and Leakage Detection Scheduling in Water Distribution Systems
【24h】

Multiobjective Optimization of Rehabilitation and Leakage Detection Scheduling in Water Distribution Systems

机译:供水系统修复与泄漏检测调度的多目标优化

获取原文
获取原文并翻译 | 示例
           

摘要

This paper presents a procedure for optimal medium-term scheduling (e.g., over a time window of 5 years) of rehabilitation and leakage detection interventions in a water distribution system given predetermined budget constraints. The decisional variables are the interventions to be scheduled, that is, which pipes to replace and when (in which year), and where and when (in which zone and year) to carry out leakage detection surveys, while the objectives are to minimize the volumes of water lost and break repair costs. The optimizer used is the NSGA II multiobjective genetic algorithm. It is assumed that the budget allocated for leakage detection and pipe rehabilitation (proactive interventions) represents a separate expenditure item from that for the repair of breaks (reactive interventions). In particular, whereas repair costs are subject to minimization, the budget for proactive interventions is allocated on a yearly basis during the scheduling period and a constraint is determined by the fact that the amounts budgeted must be completely spent, year after year: this reflects the customary practice of water utilities, which strive to spend the entire budget available to them, since any residual amount may not be reallocated to the same expenditure item in the year or years to come. The multiobjective optimization procedure does not produce one optimal solution, but rather the Pareto front of nondominated solutions. Some considerations for identifying a range of solutions within this front, from which to choose the one to apply, are thus discussed. The procedure is applied to a real water distribution system using advanced models to represent the various processes that characterize the problem, namely, leakages as a function of pipe age and pressure, actual nodal discharges released as a function of head, time series of pipe breaks, etc. and the results obtained show that the proposed procedure may be a useful decision support tool for scheduling leakage detection campaigns and rehabilitation interventions.
机译:本文介绍了一种在给定预定预算约束的情况下,对供水系统中的修复和泄漏检测干预措施进行最佳中期调度(例如,在5年的时间范围内)的程序。决定性变量是要安排的干预措施,即要更换哪些管道以及何时(在哪年)以及何时和何时(在哪个区域和年)进行泄漏检测调查,而目标是最大程度地减少泄漏。大量的水流失,破坏了维修成本。使用的优化程序是NSGA II多目标遗传算法。假设分配给泄漏检测和管道修复(主动干预)的预算是与修理断裂(被动干预)的支出项分开的。特别是,维修成本要减至最低,而主动干预的预算则在计划期间每年分配一次,而约束是由必须逐年完全支出预算的事实所决定的:自来水公司的惯例,它努力将可用的全部预算用掉,因为任何剩余的金额都可能不会在来年或以后的年份重新分配到同一支出项目。多目标优化过程不会产生一个最优解,而是非支配解的帕累托前沿。因此讨论了在此方面确定一系列解决方案的一些注意事项,从中可以选择一种解决方案。该程序被应用到使用高级模型的真实水分配系统中,以代表表征该问题的各种过程,即,泄漏随管龄和压力而变,实际节点排放随水头而变,破裂时间随时间而变。等等,所获得的结果表明,所提出的程序可能是安排泄漏检测活动和康复干预措施的有用决策支持工具。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号