Use of artificial neural networks for prediction of discharge coefficient of triangular labyrinth side weir in curved channels

被引:56
作者
Bilhan, Omer [1 ]
Emiroglu, M. Emin [1 ]
Kisi, Ozgur [2 ]
机构
[1] Firat Univ, Dept Civil Engn, TR-23119 Elazig, Turkey
[2] Erciyes Univ, Dept Civil Engn, TR-38019 Kayseri, Turkey
关键词
Side weir; Discharge coefficient; Labyrinth; Curved channel; Neural networks; Hydraulic; INTELLIGENT CONTROL; SUSPENDED SEDIMENT; FLOW; FUZZY;
D O I
10.1016/j.advengsoft.2011.02.006
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Side weirs have been extensively used in hydraulic and environmental engineering applications. The discharge coefficient of the triangular labyrinth side weirs is 1.5-4.5 times higher than that of rectangular side weirs. This study aims to estimate the discharge coefficient (C-d) of triangular labyrinth side weir in curved channel by using artificial neural networks (ANN). In this study, 7963 laboratory test results are used for determining the Cd. The performance of the ANN model is compared with multiple nonlinear and linear regression models. Root mean square errors (RMSE), mean absolute errors (MAE) and correlation coefficient (R) statistics are used as comparing criteria for the evaluation of the models' performances. Based on the comparisons, it was found that the neural computing technique could be employed successfully in modeling discharge coefficient from the available experimental data. There were good agreements between the measured values and the values obtained using the ANN model. It was found that the ANN model with RMSE of 0.1658 in validation stage is superior in estimation of discharge coefficient than the multiple nonlinear and linear regression models with RMSE of 0.2054 and 0.2926, respectively. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:208 / 214
页数:7
相关论文
共 43 条
[1]  
Ackers P., 1957, P I CIVIL ENG, V6, P250
[2]   Side-Weir flow in curved channels [J].
Agaccioglu, H ;
Yuksel, Y .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1998, 124 (03) :163-175
[3]   A STUDY OF SPATIAL VARIATION OF DISCHARGE COEFFICIENT IN BROAD-CRESTED INCLINED SIDE WEIRS [J].
Aghayari, Fiaz ;
Honar, Tooraj ;
Keshavarzi, Alireza .
IRRIGATION AND DRAINAGE, 2009, 58 (02) :246-254
[4]  
[Anonymous], P I CIVIL ENG
[5]   Monthly dam inflow forecasts using weather forecasting information and neuro-fuzzy technique [J].
Bae, Deg-Hyo ;
Jeong, Dae Myung ;
Kim, Gwangseob .
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES, 2007, 52 (01) :99-113
[6]   Application of two different neural network techniques to lateral outflow over rectangular side weirs located on a straight channel [J].
Bilhan, Omer ;
Emiroglu, M. Emin ;
Kisi, Ozgur .
ADVANCES IN ENGINEERING SOFTWARE, 2010, 41 (06) :831-837
[7]   Discharge coefficient for sharp-crested side weir in subcritical flow [J].
Borghei, SM ;
Jalili, MR ;
Ghodsian, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (10) :1051-1056
[8]   Intelligent control for modelling of real-time reservoir operation [J].
Chang, LC ;
Chang, FJ .
HYDROLOGICAL PROCESSES, 2001, 15 (09) :1621-1634
[9]   Intelligent control for modeling of real-time reservoir operation, part II: artificial neural network with operating rule curves [J].
Chang, YT ;
Chang, LC ;
Chang, FJ .
HYDROLOGICAL PROCESSES, 2005, 19 (07) :1431-1444
[10]  
CHEONG HF, 1991, ASCE J IRRIGAT DRAIN, V117, P410