Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/1073
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Type: | Journal article |
Title: | An Improved Genetic Algorithm for Pipe Network Optimization |
Author: | Dandy, G. Simpson, A. Murphy, L. |
Citation: | Water Resources Research, 1996; 32(2):449-458 |
Publisher: | American Geophysical Union |
Issue Date: | 1996 |
ISSN: | 0043-1397 1944-7973 |
Abstract: | <jats:p>An improved genetic algorithm (GA) formulation for pipe network optimization has been developed. The new GA uses variable power scaling of the fitness function. The exponent introduced into the fitness function is increased in magnitude as the GA computer run proceeds. In addition to the more commonly used bitwise mutation operator, an adjacency or creeping mutation operator is introduced. Finally, Gray codes rather than binary codes are used to represent the set of decision variables which make up the pipe network design. Results are presented comparing the performance of the traditional or simple GA formulation and the improved GA formulation for the New York City tunnels problem. The case study results indicate the improved GA performs significantly better than the simple GA. In addition, the improved GA performs better than previously used traditional optimization methods such as linear, dynamic, and nonlinear programming methods and an enumerative search method. The improved GA found a solution for the New York tunnels problem which is the lowest‐cost feasible discrete size solution yet presented in the literature.</jats:p> |
Rights: | Copyright 1996 by the American Geophysical Union. |
DOI: | 10.1029/95WR02917 |
Appears in Collections: | Aurora harvest 2 Civil and Environmental Engineering publications Environment Institute publications |
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hdl_1073.pdf | Published version | 936.22 kB | Adobe PDF | View/Open |
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