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Fittest Individual Referenced Differential Evolution Algorithms for Optimization of Water Distribution Networks

机译:适合水分配网络优化的最适个体参考差分进化算法

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Design of water distribution networks (WDNs) is classified as a large combinatorial discrete nonlinear nondeterministic polynomial-hard (NP-hard) optimization problem. The main concerns associated with the optimization of WDNs are related to the nonlinearity of the discharge-head loss relationships for pipes and the discrete nature of pipe sizes. This paper proposes a new evolutionary algorithm, called fittest individual referenced differential evolution (FDE), which is significantly more efficient and reliable than other algorithms for optimization of WDN designs. The fundamental structure of FDE is similar to conventional differential evolution (DE), although the functions of the mutation and crossover operators are to exploit good solutions, and explore very different solutions, respectively, and counting and restarting mechanisms are introduced to identify and avoid local optima. These features are beneficial in WDN design because such problems may have an array of local optima that are far from one another, making finding the global optima difficult. The mutation and crossover operators are developed to accelerate convergence and, although the optimal mutation and crossover parameters may vary among networks, the efficiency of the algorithm reduces the need for adaptive parameters or population size. A sensitivity analysis is conducted for algorithm parameters, as well as counting and restarting limits, based on eight evolutionary algorithm (EA) benchmark test problems, and the efficiency of the FDE for solving 2- and 10-dimensional versions of these problems is demonstrated using the most effective values of the parameters and limits. FDE-based optimal designs of four benchmark networks-the Two-loop, Hanoi, and New York WDNs and the Balerma Irrigation Network-show that on average, a minimal number of function evaluations (or hydraulic simulations) is required to reach the best known optimum, which is less than or equal to 600 in all cases for the first three networks. Furthermore, a detailed application of FDE to a large-sized network, that for the City of Farhadgerd, Iran, shows that FDE is significantly more effective than other EAs in terms of its speed of convergence and reliability.
机译:配水管网(WDN)的设计被归类为大型组合离散非线性非确定性多项式-硬性(NP-hard)优化问题。与WDN优化相关的主要问题与管道的排放压头损失关系的非线性和管道尺寸的离散性有关。本文提出了一种新的进化算法,称为适体个体参考差分进化(FDE),它比其他优化WDN设计的算法更有效,更可靠。 FDE的基本结构类似于常规的差分进化(DE),尽管变异和交叉算子的功能是分别利用良好的解决方案,并探索非常不同的解决方案,并且引入计数和重新启动机制以识别和避免局部最佳。这些功能在WDN设计中是有益的,因为此类问题可能具有一系列彼此距离较远的局部最优值,从而使查找全局最优值变得困难。开发了变异和交叉算子来加速收敛,尽管最佳变异和交叉参数可能在网络之间有所不同,但是算法的效率降低了对自适应参数或总体大小的需求。基于八个进化算法(EA)基准测试问题,对算法参数以及计数和重新启动限制进行了敏感性分析,并使用以下方法证明了FDE解决这些问题的2维和10维版本的效率参数和限制的最有效值。四个基准网络(双回路,河内和纽约WDN和Balerma灌溉网络)基于FDE的最佳设计表明,平均而言,只有最少的功能评估(或水力模拟)才能达到众所周知的水平最佳,对于前三个网络,在所有情况下均小于或等于600。此外,FDE在大型网络上的详细应用(针对伊朗Farhadgerd市)显示,FDE在收敛速度和可靠性方面比其他EA更有效。

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