Modeling of Discharge in Compound open channels with Convergent and Divergent Floodplains Using Soft Computing Methods

被引:4
|
作者
Bijanvand, Sajad [1 ]
Mohammadi, Mirali [2 ]
Parsaie, Abbas [3 ]
Mandala, Vishwanadham [4 ]
机构
[1] Urmia Univ, Fac Engn, Dept Civil Engn, Civil Engn Water & Hydraul Struct, Orumiyeh, Iran
[2] Urmia Univ, Fac Engn, Dept Civil Engn, Civil Engn Hydraul & River Engn Mech, Orumiyeh, Iran
[3] Shahid Chamran Univ Ahvaz, Fac Water & Environm Engn, Dept Hydraul Struct, Ahvaz, Iran
[4] Indiana Univ, Data Sci, IU Bloomington 107 S Indiana Ave, Bloomington, IN 47405 USA
关键词
GMDH; M5; Algorithms; nonprismatic floodplain; support vector machine; two-stage channel; PREDICTION; FLOW;
D O I
10.2166/hydro.2023.014
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this research, the estimation of discharge in compound open channels with convergent and divergent floodplains using soft computing methods, including the neural fuzzy group method of data handling (NF-GMDH), support vector regression (SVR), and M5 tree algorithm were performed. For this purpose, the geometric and hydraulic characteristics of the flow, including relative roughness ( ff), relative area (A(r)), relative hydraulic radius (Rr), relative dimension of the flow aspects (delta*), relative width (beta), relative flow depth (Dr), relative longitudinal distance (X-r), convergent or divergent angle (theta) of the floodplain and longitudinal slope (So) of the bed were used as input variables and discharge was considered as the target (output) variable. The results showed that the statistical indices of the NF-GMDH in the testing stage are RMSENF- GMDH = 0.004, R-2 (NF-GMDH) = 0.923 and in the same stage for SVR are RMSESVR = 0.002 and R-2 (SVR) = 0.941 and finally for M5 tree algorithm are RMSEM5 = 0.002, R-2 (M5)= 0.931. The evaluation of the structure of the M5 tree algorithm showed that the most effective parameters are f(f), D-r, R-r, delta*, and theta which confirm the important parameters specified by MARS, GMDH, and GEP algorithms used by previous researchers.
引用
收藏
页码:1713 / 1727
页数:15
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