Towards design of compound channels with minimum overall cost through grey wolf optimization algorithm

被引:12
作者
Roushangar, Kiyoumars [1 ,2 ]
Nouri, Aida [1 ]
Shahnazi, Saman [1 ]
Azamathulla, Hazi Md [3 ]
机构
[1] Univ Tabriz, Fac Civil Engn, Dept Water Resources Engn, Tabriz, Iran
[2] Univ Tabriz, Ctr Excellence Hydroinformat, 29 Bahman Ave, Tabriz, Iran
[3] Univ West Indies, Civil & Environm Engn, St Augustine, Trinidad Tobago
关键词
compound channels; grey wolf optimization; hydraulic parameters; optimization; stability; CROSS-SECTION;
D O I
10.2166/hydro.2021.050
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The significant role of open channels in agriculture include supplying drinking water, industry, irrigation and flood control, making these hydraulic structures an integral part of the water conveyance system. Determination of optimum dimensions with minimum construction costs is considered as the primary concern when designing artificial open channels. To achieve this, the compound channels were evaluated with the following constraints, viz. composite roughness, velocity, Froude number and channel stability. Grey wolf optimization (GWO) was used to determine the optimal geometry of the channel. Optimization results clearly showed that the variation of roughness coefficient and the increase of factor of safety increased costs by 60 and 20% respectively. The optimum suitable cross-section for the compound channels was obtained by conducting various model scenarios.
引用
收藏
页码:985 / 999
页数:15
相关论文
共 34 条
[1]   Unsupervised intelligent system based on one class support vector machine and Grey Wolf optimization for IoT botnet detection [J].
Al Shorman, Amaal ;
Faris, Hossam ;
Aljarah, Ibrahim .
JOURNAL OF AMBIENT INTELLIGENCE AND HUMANIZED COMPUTING, 2020, 11 (07) :2809-2825
[2]   Design of hydraulically efficient power-law channels with freeboard [J].
Anwar, AA ;
Clarke, D .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2005, 131 (06) :560-563
[3]   Optimal design of parabolic-bottomed triangle canals [J].
Babaeyan-Koopaei, K ;
Valentine, EM ;
Swailes, DC .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2000, 126 (06) :408-411
[4]   Optimization of cascade stilling basins using GA and PSO approaches [J].
Bakhtyar, R. ;
Barry, D. A. .
JOURNAL OF HYDROINFORMATICS, 2009, 11 (02) :119-132
[5]   Optimal design of a stable trapezoidal channel section using hybrid optimization techniques [J].
Bhattacharjya, Rajib Kumar ;
Satish, Mysore G. .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2007, 133 (04) :323-329
[6]   Least-Cost and Most Efficient Channel Cross Sections [J].
Blackler, Gerald E. ;
Guo, James C. Y. .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2009, 135 (02) :248-251
[7]  
Chow V.T., 1973, OPEN CHANNEL HYDRAUL
[8]   Optimal channel cross section with composite roughness [J].
Das, A .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2000, 126 (01) :68-72
[9]   A simplified direct method for finding optimal stable trapezoidal channels [J].
Easa, Said M. ;
Vatankhah, Ali R. ;
Abd El Halim, A. O. .
INTERNATIONAL JOURNAL OF RIVER BASIN MANAGEMENT, 2011, 9 (02) :85-92
[10]  
EINSTEIN H.A., 1934, SCHWEIZERISCHE BAUZE, V103, P89