A Highly Efficient Gene Expression Programming Model for Predicting the Discharge Coefficient in a Side Weir along a Trapezoidal Canal

被引:50
作者
Azimi, Hamed [1 ,2 ]
Bonakdari, Hossein [1 ,2 ]
Ebtehaj, Isa [1 ,2 ]
机构
[1] Razi Univ, Dept Civil Engn, Kermanshah, Iran
[2] Razi Univ, Water & Wastewater Res Ctr, Kermanshah, Iran
关键词
discharge coefficient; side weir; trapezoidal canal; gene expression programming (GEP); DIFFERENT NEURAL-NETWORK; SUBCRITICAL FLOW; PERFORMANCE EVALUATION; SEDIMENT TRANSPORT; STRAIGHT CHANNEL; LATERAL OUTFLOW; CAPACITY; EQUATION;
D O I
10.1002/ird.2127
中图分类号
S3 [农学(农艺学)];
学科分类号
0901 ;
摘要
Side weirs in trapezoidal canals are used to regulate and measure flow in drainage networks and irrigation systems. In this study, the discharge coefficient of a side weir in a trapezoidal canal is predicted using gene expression programming (GEP). The effects of Froude number (Fr), ratio of side weir length to trapezoidal canal bottom width (L/b), ratio of side weir length to flow depth upstream of the side weir (L/y(1)), trapezoidal canal side wall slope (m) and ratio of flow depth upstream of the side weir to main canal bottom width (y(1)/b) are studied on the side weir discharge capacity in a trapezoidal canal. A superior model is introduced as a function of parameters Fr, L/b, L/y(1), m and y(1)/b. In testing the superior model, the calculated RMSE and MARE were 0.011 and 0.024, while the scatter index and BIAS values obtained for this model were 0.030 and 0.009, respectively. Also in model testing, 18.8% of data showed 5-10% error and 81.3% of data had less than 5% error. The correlation coefficient value and average discrepancy ratio calculated for the optimal model selected were 0.916 and 0.995, respectively. Copyright (c) 2017 John Wiley & Sons, Ltd.
引用
收藏
页码:655 / 666
页数:12
相关论文
共 41 条
[1]   Design equations for prediction of pressuremeter soil deformation moduli utilizing expression programming systems [J].
Alavi, Amir Hossein ;
Gandomi, Amir Hossein ;
Nejad, Hadi Chahkandi ;
Mollahasani, Ali ;
Rashed, Azadeh .
NEURAL COMPUTING & APPLICATIONS, 2013, 23 (06) :1771-1786
[2]   A robust data mining approach for formulation of geotechnical engineering systems [J].
Alavi, Amir Hossein ;
Gandomi, Arnir Hossein .
ENGINEERING COMPUTATIONS, 2011, 28 (3-4) :242-274
[3]  
[Anonymous], P 33 INT ASS HYDR EN
[4]  
[Anonymous], 2001, 6 ONL WORLD C SOFT C
[5]  
[Anonymous], THESIS
[6]  
[Anonymous], 2001, HYDROSCI HYDRAUL ENG, DOI DOI 10.2208/PROHE.44.545
[7]   Determination of capacity of labyrinth side weir by CFD [J].
Aydin, M. Cihan ;
Emiroglu, M. Emin .
FLOW MEASUREMENT AND INSTRUMENTATION, 2013, 29 :1-8
[8]   The flow pattern in triangular channels along the side weir for subcritical flow regime [J].
Azimi, Hamed ;
Shabanlou, Saeid .
FLOW MEASUREMENT AND INSTRUMENTATION, 2015, 46 :170-178
[9]   Discharge and flow field of the circular channel along the side weir [J].
Azimi, Hamed ;
Hadad, Hazhar ;
Shokati, Zakarya ;
Salimi, Mohammad Sajad .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2015, 42 (04) :273-280
[10]   Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation [J].
Bagheri, S. ;
Kabiri-Samani, A. R. ;
Heidarpour, M. .
FLOW MEASUREMENT AND INSTRUMENTATION, 2014, 35 :109-115