Neural networks for estimation of discharge capacity of triangular labyrinth side-weir located on a straight channel

被引:62
作者
Emiroglu, M. Emin [1 ]
Bilhan, Omer [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; Intake; Labyrinth weir; Neural networks; SUSPENDED SEDIMENT; INTELLIGENT CONTROL; FLOW; FUZZY; COEFFICIENT; PREDICTION;
D O I
10.1016/j.eswa.2010.07.058
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Side-weirs are flow diversion devices widely used in irrigation, land drainage, and urban sewage systems. It is essential to correctly predict the discharge coefficient for hydraulic engineers involved in the technical and economical design of side-weirs. In this study, the discharge capacity of triangular labyrinth side-weirs is estimated by using artificial neural networks (ANN). Two thousand five hundred laboratory test results are used for determining discharge coefficient of triangular labyrinth side-weirs. The performance of the ANN model is compared with multi nonlinear 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 modelling 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 0.0674 in validation stage is superior in estimation of discharge coefficient than the multiple nonlinear and linear regression models with RMSE of 0.1019 and 0.1507, respectively. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:867 / 874
页数:8
相关论文
共 46 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]  
[Anonymous], P I CIVIL ENG
[4]   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
[5]   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
[6]   A counterpropagation fuzzy-neural network modeling approach to real time streamflow prediction [J].
Chang, FJ ;
Chen, YC .
JOURNAL OF HYDROLOGY, 2001, 245 (1-4) :153-164
[7]   Intelligent control for modelling of real-time reservoir operation [J].
Chang, LC ;
Chang, FJ .
HYDROLOGICAL PROCESSES, 2001, 15 (09) :1621-1634
[8]   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
[9]   DISCHARGE COEFFICIENT OF LATERAL DIVERSION FROM TRAPEZOIDAL CHANNEL [J].
CHEONG, HF .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1991, 117 (04) :461-475
[10]  
Collinge V.K., 1957, P. I. Civil Eng, V6, P288, DOI DOI 10.1680/IICEP.1957.12364