Water distribution systems design optimisation using metaheuristics and hyperheuristics
نویسندگان
چکیده
منابع مشابه
SIMULTANEOUS ANALYSIS, DESIGN AND OPTIMIZATION OF WATER DISTRIBUTION SYSTEMS USING SUPERVISED CHARGED SYSTEM SEARCH
The present study encompasses a new method to simultaneous analysis, design and optimization of Water Distribution Systems (WDSs). In this method, analysis procedure is carried out using Charged System Search (CSS) optimization algorithm. Besides design and cost optimization of WDSs are performed simultaneous with analysis process using a new objective function in order to satisfying the analys...
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In this study, the recently developed method, Tug of War Optimization (TWO), is employed for simultaneous analysis, design and optimization of Water Distribution Systems (WDSs). In this method, analysis procedure is carried out using Tug of War Optimization algorithm. Design and cost optimization of WDSs are performed simultaneous with analysis process using an objective function in order to sa...
متن کاملANALYSIS AND DESIGN OF WATER DISTRIBUTION SYSTEMS VIA COLLIDING BODIES OPTIMIZATION
This paper describes the application of the recently developed metaheuristic algorithm for simultaneous analysis, design and optimization of Water Distribution Systems (WDSs). In this method, analysis is carried out using Colliding Bodies Optimization algorithm (CBO). The CBO is a population-based search approach that imitates nature’s ongoing search for better solutions. Also, design and cost ...
متن کاملExpensive Optimisation: A Metaheuristics Perspective
Stochastic, iterative search methods such as Evolutionary Algorithms (EAs) are proven to be efficient optimizers. However, they require evaluation of the candidate solutions which may be prohibitively expensive in many real world optimization problems. Use of approximate models or surrogates is being explored as a way to reduce the number of such evaluations. In this paper we investigated three...
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ژورنال
عنوان ژورنال: ORiON
سال: 2012
ISSN: 2224-0004
DOI: 10.5784/27-1-96