Estimation of current-induced scour depth around pile groups using neural network and adaptive neuro-fuzzy inference system

被引:113
作者
Zounemat-Kermani, Mohammad [1 ]
Beheshti, Ali-Asghar [2 ]
Ataie-Ashtiani, Behzad [2 ]
Sabbagh-Yazdi, Saeed-Reza [1 ]
机构
[1] KN TOOSI Univ Technol, Dept Civil Engn, Tehran, Iran
[2] Sharif Univ Technol, Dept Civil Engn, Tehran, Iran
关键词
Scour depth; Pile group; Neuro-fuzzy; Neural network; Sensitivity analysis; HYDROLOGICAL TIME-SERIES; BRIDGE PIERS; LOCAL SCOUR; PREDICTION; EQUILIBRIUM; DOWNSTREAM;
D O I
10.1016/j.asoc.2008.09.006
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
The process of local scour around bridge piers is fundamentally complex due to the three-dimensional flow patterns interacting with bed materials. For geotechnical and economical reasons, multiple pile bridge piers have become more and more popular in bridge design. Although many studies have been carried out to develop relationships for the maximum scour depth at pile groups under clear-water scour condition, existing methods do not always produce reasonable results for scour predictions. It is partly due to the complexity of the phenomenon involved and partly because of limitations of the traditional analytical tool of statistical regression. This paper addresses the latter part and presents an alternative to the regression in the form of artificial neural networks, ANNs, and adaptive neuro-fuzzy inference system, ANFIS. Two ANNs model, feed forward back propagation, FFBP, and radial basis function, RBF, were utilized to predict the depth of the scour hole. Two combinations of input data were used for network training; the first input combination contains six-dimensional variables, which are flow depth, mean velocity, critical flow velocity, grain mean diameter, pile diameter, distance between the piles ( gap), besides the number of piles normal to the flow and the number of piles in-line with flow, while the second combination contains seven non-dimensional parameters which is a composition of dimensional parameters. The training and testing experimental data on local scour at pile groups are selected from several precious references. Networks' results have been compared with the results of empirical methods that are already considered in this study. Numerical tests indicate that FFBP-NN model provides a better prediction than the other models. Also a sensitivity analysis showed that the pile diameter in dimensional variables and ratio of pile spacing to pile diameter in non-dimensional parameters are the most significant parameters on scour depth. (C) 2008 Elsevier B. V. All rights reserved.
引用
收藏
页码:746 / 755
页数:10
相关论文
共 27 条
[1]   Analysis and prediction of flow from local source in a river basin using a Neuro-fuzzy modeling tool [J].
Aqil, Muhammad ;
Kita, Ichiro ;
Yano, Akira ;
Nishlyama, Soichi .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2007, 85 (01) :215-223
[2]   Experimental investigation of clear-water local scour at pile groups [J].
Ataie-Ashtiani, B. ;
Beheshti, A. A. .
JOURNAL OF HYDRAULIC ENGINEERING, 2006, 132 (10) :1100-1104
[3]   Neural networks for estimation of scour downstream of a ski-jump bucket [J].
Azmathullah, HM ;
Deo, MC ;
Deolalikar, PB .
JOURNAL OF HYDRAULIC ENGINEERING, 2005, 131 (10) :898-908
[4]   Estimation of pile group scour using adaptive neuro-fuzzy approach [J].
Bateni, S. M. ;
Jeng, D.-S. .
OCEAN ENGINEERING, 2007, 34 (8-9) :1344-1354
[5]   Neural network and neuro-fuzzy assessments for scour depth around bridge piers [J].
Bateni, S. M. ;
Borghei, S. M. ;
Jeng, D. -S. .
ENGINEERING APPLICATIONS OF ARTIFICIAL INTELLIGENCE, 2007, 20 (03) :401-414
[6]   Bayesian neural networks for prediction of equilibrium and time-dependent scour depth around bridge piers [J].
Bateni, S. Mohyeddin ;
Jeng, Dong-Sheng ;
Melville, Bruce W. .
ADVANCES IN ENGINEERING SOFTWARE, 2007, 38 (02) :102-111
[7]   Estuary water-stage forecasting by using radial basis function neural network [J].
Chang, FJ ;
Chen, YC .
JOURNAL OF HYDROLOGY, 2003, 270 (1-2) :158-166
[8]   Clearwater local scour at complex piers [J].
Coleman, SE .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2005, 131 (04) :330-334
[9]   Scale effect in pier-scour experiments [J].
Ettema, R ;
Melville, BW ;
Barkdoll, B .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (06) :639-642
[10]  
HANNAH CR, 1978, 283 U CANT CIV ENG D