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Math. Comput. Appl. 2011, 16(1), 77-86; doi:10.3390/mca16010077

Optimization of Open Canal Cross Sections by Differential Evolution Algorithm

Department of Civil Engineering Celal Bayar University, 45140 Muradiye, Manisa, Turkey
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Published: 1 April 2011
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Abstract

Open canals are important water transfer structures used in water resources systems. As such, they may require substantial amount of investment depending on its length and cross section. Therefore, cross section design should be carried out on an optimization basis. Traditionally, optimal sizing of open canal cross sections are undertaken by nonlinear optimization techniques such as Lagrange Multipliers. In this study, optimum cross sections of different canal geometries are obtained using differential evolution algorithm and the findings of these exercises are compared with those of given in related literature. It is observed that differential evolution algorithm can be well applicable to the problem and capable of giving the global optima.
Keywords: Open canal; differential evolution algorithm; optimization Open canal; differential evolution algorithm; optimization
This is an open access article distributed under the Creative Commons Attribution License (CC BY 3.0).

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MDPI and ACS Style

Turan, M.E.; Yurdusev, M.A. Optimization of Open Canal Cross Sections by Differential Evolution Algorithm. Math. Comput. Appl. 2011, 16, 77-86.

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Math. Comput. Appl. EISSN 2297-8747 Published by MDPI AG, Basel, Switzerland RSS E-Mail Table of Contents Alert
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