首页> 外文期刊>Water resources management >Comparison of the Performance of a Surrogate Based Gaussian Process, NSGA2 and PSO Multi-objective Optimization of the Operation and Fuzzy Structural Reliability of Water Distribution System: Case Study for the City of Asmara, Eritrea
【24h】

Comparison of the Performance of a Surrogate Based Gaussian Process, NSGA2 and PSO Multi-objective Optimization of the Operation and Fuzzy Structural Reliability of Water Distribution System: Case Study for the City of Asmara, Eritrea

机译:基于代理的高斯过程、NSGA2和PSO的性能比较 配水系统运行和模糊结构可靠性的多目标优化——以厄立特里亚阿斯马拉市为例

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Abstract Optimal scheduling of pumps in water distribution systems (WDSs) entails reducing operational cost while supplying the required water quality and quantity. The combined use of pumps, however, can increase breakage rate of aging pipes due to high internal pressure. Multi-objective optimization (MO) is crucial in the determination of a trade-off between the two objective functions, minimization of the operational cost and maximization of the velocity reliability index. The velocity reliability index is used as a surrogate metric to quantify the structural performance of the pipes. The optimization process requires repetitive hydraulic simulations resulting in high computational cost. This paper proposes a Gaussian-Process (GP) based sequential approaches that efficiently estimate the optimal Pareto front with reduced computational effort. The technique simultaneously optimizes the two objective functions over a box-constrained domain where each GP model is fitted independently through an infill criterion that balances the space exploration (search of new observations) and exploitation (local improvement around existing observations). The reduced computational cost allows running full hydraulic simulations during the optimization process permitting real time decision making for pumps schedule in large complex WDSs. Utility of the proposed technique was applied for Asmara’s WDSs, composed of 9 pumping stations and 12 storage tanks, and showed good performance of the GP based optimization compared to traditional evolutionary optimization techniques (such as NSGA2 and Particle Swarm Optimization). The GP-MO only requires 20 iterations to identify the optimal Pareto front while, even with more than 1000 generations, the NSGA2 is not getting to find a good agreement between the two objective functions.
机译:摘要 在配水系统中优化水泵调度需要降低运行成本,同时提供所需的水质和水量。然而,由于内部压力高,泵的联合使用会增加老化管道的破损率。多目标优化 (MO) 对于确定两个目标函数之间的权衡、最小化运营成本和最大化速度可靠性指数至关重要。速度可靠性指数用作量化管道结构性能的替代指标。优化过程需要重复的水力模拟,导致计算成本高。本文提出了一种基于高斯过程(GP)的序贯方法,该方法能够有效地估计最优帕累托前沿,同时减少计算工作量。该技术在箱约束域上同时优化两个目标函数,其中每个GP模型通过填充准则独立拟合,该填充准则平衡了空间探索(搜索新观测值)和开发(围绕现有观测值的局部改进)。降低的计算成本允许在优化过程中运行完整的水力模拟,从而允许在大型复杂的WDS中对泵计划进行实时决策。该技术应用于由9个泵站和12个储罐组成的Asmara的WDS,与传统的进化优化技术(如NSGA2和粒子群优化)相比,基于GP的优化表现出良好的性能。GP-MO 只需要 20 次迭代即可确定最佳帕累托前沿,而即使有 1000 多代,NSGA2 也无法在两个目标函数之间找到良好的一致性。

著录项

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