Application of Gaussian Process Regression Model to Predict Discharge Coefficient of Gated Piano Key Weir

被引:56
作者
Akbari, Masood [1 ]
Salmasi, Farzin [1 ]
Arvanaghi, Hadi [1 ]
Karbasi, Masoud [2 ]
Farsadizadeh, Davood [1 ]
机构
[1] Univ Tabriz, Dept Water Engn, POB 5166616471, Tabriz, Iran
[2] Univ Zanjan, Dept Water Engn, Zanjan, Iran
关键词
Gated piano key (GPK) weir; Experimental model; Discharge coefficient (C-d); Gaussian process regression (GPR); Artificial intelligence; NEURAL-NETWORK; FLOW;
D O I
10.1007/s11269-019-02343-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Piano Key (PK) weir is a new type of long crested weirs. This study was involved the addition of a gate to PK weir inlet keys. It was conducted by the Department of Water Engineering, University of Tabriz, Iran to determine if the gate increased hydraulic performance. A Gated Piano Key (GPK) weir was constructed and tested for discharge ranges of between 10 and 130 l per second. To this end, 156 experimental tests were performed and the effective parameters on the GPK weir discharge coefficient (C-d), such as gate dimensions (b and d), gate insertion depth in the inlet key (H-gate), the ratio of the inlet key width to the outlet key width (W-i/W-o) and the head over the GPK weir crest (H) were investigated. In addition, application of soft computing to estimate of C-d was carried out using MLP, GPR, SVM, GRNN, multiple linear and non-linear regressions methods using MATLAB 2018 software. This study suggests the relation for C-d with non-dimension parameters. The results of this study showed that H, W-i/W-o, H-gate and b and d, had the greatest effect on the GPK weir discharge coefficient, respectively. The GPR method was introduced as a new effective method for predicting discharge coefficient of weirs with RMSE = 0.011, R-2 = 0.992 and MAPE = 1.167% and provided the best results when compared with other methods.
引用
收藏
页码:3929 / 3947
页数:19
相关论文
共 39 条
[1]   Piano Key Weir Hydraulics and Labyrinth Weir Comparison [J].
Anderson, R. M. ;
Tullis, B. P. .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2013, 139 (03) :246-253
[2]  
[Anonymous], 2015, ARXIV150502965
[3]  
[Anonymous], 1997, PHYSICS9701026 ARXIV
[4]  
[Anonymous], 2004, 340 FORTH I COMP SCI
[5]   What Size Net Gives Valid Generalization? [J].
Baum, Eric B. ;
Haussler, David .
NEURAL COMPUTATION, 1989, 1 (01) :151-160
[6]   Use of artificial neural networks for prediction of discharge coefficient of triangular labyrinth side weir in curved channels [J].
Bilhan, Omer ;
Emiroglu, M. Emin ;
Kisi, Ozgur .
ADVANCES IN ENGINEERING SOFTWARE, 2011, 42 (04) :208-214
[7]   A tutorial on Support Vector Machines for pattern recognition [J].
Burges, CJC .
DATA MINING AND KNOWLEDGE DISCOVERY, 1998, 2 (02) :121-167
[8]   ORTHOGONAL LEAST-SQUARES LEARNING ALGORITHM FOR RADIAL BASIS FUNCTION NETWORKS [J].
CHEN, S ;
COWAN, CFN ;
GRANT, PM .
IEEE TRANSACTIONS ON NEURAL NETWORKS, 1991, 2 (02) :302-309
[9]   Generalized regression neural network in modelling river sediment yield [J].
Cigizoglu, HK ;
Alp, M .
ADVANCES IN ENGINEERING SOFTWARE, 2006, 37 (02) :63-68
[10]   River flow forecasting using artificial neural networks [J].
Dibike, YB ;
Solomatine, DP .
PHYSICS AND CHEMISTRY OF THE EARTH PART B-HYDROLOGY OCEANS AND ATMOSPHERE, 2001, 26 (01) :1-7