نویسنده
گروه عمران، دانشگاه اصفهان
چکیده
در این تحقیق از قابلیت‌های الگوریتم بهینه‌سازی جامعه مورچگان، در طراحی بهینه ابعاد شبکه جمع‌آوری فاضلاب استفاده می‌شود. بدین‌منظور دو فرمول‌بندی پیشنهاد می‌شود که در فرمول‌بندی اول قطر لوله‌ها و در فرمول‌بندی دوم تراز گره‌های شبکه‌ها به‌عنوان متغیر تصمیم مسأله منظور می‌شود. به‌منظور ارزیابی عملکرد الگوریتم‌های مختلف بهینه‌سازی جامعه مورچگان، چهار الگوریتم سیستم مورچه، سیستم مورچه برتر، سیستم مورچه ترتیبی و سیستم مورچه بیشینه- کمینه برای حل مسأله مذکور به‌کار گرفته می‌شود. مسائل نمونه‌های با استفاده از هر دو فرمول‌بندی الگوریتم پیشنهادی حل شده و نتایج با سایر نتایج موجود مقایسه می‌شود. نتایج نشان‌دهنده آن است که الگوریتم‌های پیشنهادی، الگوریتم‌های مناسب در حل مسأله طراحی بهینه ابعاد شبکه جمع‌آوری فاضلاب است و در مقایسه با الگوریتم‌های مختلف بهینه‌سازی جامعه مورچگان، نتایج حاصل از الگوریتم سیستم مورچه بیشینه- کمینه مناسب‌تر است.
کلیدواژه‌ها
عنوان مقاله [English]
Optimal Design of Sewer Network Size using Ant Colony Optimization Algorithm: Comparing Performance of Four Different Algorithms
نویسنده [English]
- R. Moeini
چکیده [English]
In this paper, the features of Ant Colony Optimization Algorithm (ACOA) are used to find optimal size for sewer network. Two different formulations are proposed. In the first formulation, pipes diameters and in the second formulation, nodal elevations of sewer network are taken as decision variables of the problem. In order to evaluate the performance of different ACOAs, four algorithms of Ant System, Elitist Ant System, Ranked Ant System and Max-Min Ant System are used to solve this optimization problem. Different test examples are solved using two proposed formulations for each ACOAs and the results are presented and compared with other available results. The results indicate the efficiency of the proposed methods in the solation of sewer network design optimization problem and the results of Max-Min Ant System are better in comparison with other ACOAs.
کلیدواژه‌ها [English]
- Sewer network
- Ant Colony Optimization Algorithm (ACOA)
- Design
- Optimal size
- Pipe diameters
- Nodal elevations
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