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      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Iranian Journal of Optimization
      • Volume 11, Issue 2
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Iranian Journal of Optimization
      • Volume 11, Issue 2
      • مشاهده مورد
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      Optimal Design of Open Channel Sections Using PSO Algorithm

      (ندگان)پدیدآور
      Monadi, MohsenMohammadi, MiraliTaghizadeh, Hamed
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      اندازه فایل: 
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      نوع مدرک
      Text
      Research Paper
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      This paper applies an evolutionary algorithm, the particle swarm optimization (PSO), to design the optimum open channel section. Depth, channel side slope and bottom width are considered as the variables for rectangular, triangular and trapezoidal channels, respectively. The objective function is minimizing the construction cost of the channel section. MATLAB software is used for programming and doing the optimization process. Manning's uniform flow formula has been used as a constraint for the optimization model. The cost function is included the cost of earthwork, the increment in the cost of earthwork with the depth below the ground surface and the cost of lining. Simple functions of unit cost terms have been used to express the optimum values of section variables. The optimum section variables are obtained for the case of minimum area or minimum wetted perimeter problems. The results of this study showed that the PSO is a robust algorithm to compute the optimum section variables in open channel design.
      کلید واژگان
      Optimization
      Open Channel Design
      PSO Algorithm
      Optimum Section Variables
      MATLAB Software
      Meta-heurestics

      شماره نشریه
      2
      تاریخ نشر
      2019-12-01
      1398-09-10
      ناشر
      Islamic Azad University, Rasht Branch
      دانشگاه آزاد اسلامی واحد رشت
      سازمان پدید آورنده
      Department of Civil Engineering (Hydraulic Structures Engineering), Faculty of Engineering, Urmia University, Urmia, Iran
      Department of Civil Engineering, Faculty of Engineering, Hydraulic Structure and River Mechanics Group, Urmia University, Urmia, Iran.
      Department of Civil Engineering (Hydraulic Structures Engineering), Faculty of Engineering, Urmia University, Urmia, Iran

      شاپا
      2588-5723
      2008-5427
      URI
      http://ijo.iaurasht.ac.ir/article_665838.html
      https://iranjournals.nlai.ir/handle/123456789/322148

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