Efficiency of Evolutionary Algorithms in Water Network Pipe Sizing

被引:0
|
作者
D. Mora-Melia
P. L. Iglesias-Rey
F. J. Martinez-Solano
P. Ballesteros-Pérez
机构
[1] Universidad de Talca,Departamento de Ingeniería y Gestión de la Construcción, Facultad de Ingeniería
[2] Universitat Politècnica de Valencia,Departamento de Ingeniería Hidráulica y Medio Ambiente
来源
关键词
Evolutionary algorithms; Design; Water networks; Efficiency; Pipe sizing;
D O I
暂无
中图分类号
学科分类号
摘要
The pipe sizing of water networks via evolutionary algorithms is of great interest because it allows the selection of alternative economical solutions that meet a set of design requirements. However, available evolutionary methods are numerous, and methodologies to compare the performance of these methods beyond obtaining a minimal solution for a given problem are currently lacking. A methodology to compare algorithms based on an efficiency rate (E) is presented here and applied to the pipe-sizing problem of four medium-sized benchmark networks (Hanoi, New York Tunnel, GoYang and R-9 Joao Pessoa). E numerically determines the performance of a given algorithm while also considering the quality of the obtained solution and the required computational effort. From the wide range of available evolutionary algorithms, four algorithms were selected to implement the methodology: a PseudoGenetic Algorithm (PGA), Particle Swarm Optimization (PSO), a Harmony Search and a modified Shuffled Frog Leaping Algorithm (SFLA). After more than 500,000 simulations, a statistical analysis was performed based on the specific parameters each algorithm requires to operate, and finally, E was analyzed for each network and algorithm. The efficiency measure indicated that PGA is the most efficient algorithm for problems of greater complexity and that HS is the most efficient algorithm for less complex problems. However, the main contribution of this work is that the proposed efficiency ratio provides a neutral strategy to compare optimization algorithms and may be useful in the future to select the most appropriate algorithm for different types of optimization problems.
引用
收藏
页码:4817 / 4831
页数:14
相关论文
共 50 条
  • [21] Optimization of pipe diameters in a water distribution network through simulated annealing algorithms.
    Sánchez, HS
    Solís, JF
    INGENIERIA HIDRAULICA EN MEXICO, 2003, 18 (01): : 105 - 118
  • [22] Evolutionary learning algorithms for neural network
    2000, Inst Sci Tech Infor China (10):
  • [23] A Network Theoretic Analysis of Evolutionary Algorithms
    Kuber, Karthik
    Card, Stuart W.
    Mehrotra, Kishan G.
    Mohan, Chilukuri K.
    SWARM, EVOLUTIONARY, AND MEMETIC COMPUTING, (SEMCCO 2012), 2012, 7677 : 585 - 593
  • [24] Evolutionary learning algorithms for neural network
    2000, Inst Sci Tech Infor China (10):
  • [25] Evolutionary algorithms in MPLS network designing
    Sylwester, Kaczmarek
    Adam, Kunka
    PROCEEDINGS OF THE 2008 1ST INTERNATIONAL CONFERENCE ON INFORMATION TECHNOLOGY, 2008, : 193 - +
  • [26] Multiple criteria lot-sizing in a foundry using evolutionary algorithms
    Duda, J
    Osyczka, A
    EVOLUTIONARY MULTI-CRITERION OPTIMIZATION, 2005, 3410 : 651 - 663
  • [27] Versatility and Population Diversity of Evolutionary Algorithms in Automated Circuit Sizing Applications
    Visan, Catalin
    Pascu, Octavian
    Stanescu, Marius
    Cucu, Horia
    Diaconu, Cristian
    Buzo, Andi
    Pelz, Georg
    2021 INTERNATIONAL CONFERENCE ON SPEECH TECHNOLOGY AND HUMAN-COMPUTER DIALOGUE (SPED), 2021, : 68 - 73
  • [28] Optimization of Water Network Topology and Pipe Sizing to Aid Water Utilities in Deciding on a Design Philosophy: A Real Case Study in Belgium
    Vertommen, Ina
    Mitrovic, Djordje
    van Laarhoven, Karel
    Piens, Pieter
    Torbeyns, Maarten
    WATER, 2022, 14 (23)
  • [29] RELIABILITY OF ALGORITHMS FOR PIPE NETWORK ANALYSIS - DISCUSSION
    DIVENOT, A
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1982, 108 (10): : 1247 - 1248
  • [30] RELIABILITY OF ALGORITHMS FOR PIPE NETWORK ANALYSIS - CLOSURE
    WOOD, DJ
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1982, 108 (10): : 1248 - 1248