ANFIS-Based Approach for Predicting the Scour Depth at Culvert Outlets

被引:53
作者
Azamathulla, H. MD. [1 ]
Ab Ghani, Aminuddin [2 ]
机构
[1] Univ Sains Malaysia, River Engn & Urban Drainage Res Ctr REDAC, Nibong Tebal 14300, Pulau Pinang, Malaysia
[2] Univ Sains Malaysia, REDAC, Nibong Tebal 14300, Pulau Pinang, Malaysia
关键词
Radial basis function; Culverts; Neurofuzzy; Artificial neural networks; ANN; Local scour;
D O I
10.1061/(ASCE)PS.1949-1204.0000066
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The processes involved in the local scour at culverts are so complex and that makes it difficult to establish a general empirical model to provide accurate estimation for scour. This paper describes the use of adaptive neurofuzzy inference system (ANFIS) to estimate the scour depth at culvert outlets. The data sets of laboratory measurements were compiled from published literature and used to train the ANFIS network. The developed network was validated by using the observations that were not involved in training. The performance of ANFIS was found to be more effective (R-2=0.94) when compared with the results of regression equations and artificial neural networks modeling in predicting the scour depth at culvert outlets (R-2=0.78). Further work is required to collect field data of scour at culvert outlets to train the genetic programming approach and validate its usefulness.
引用
收藏
页码:35 / 40
页数:6
相关论文
共 23 条
[1]   LOCAL SCOUR DOWNSTREAM OF BOX-CULVERT OUTLETS [J].
ABIDA, H ;
TOWNSEND, RD .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1991, 117 (03) :425-441
[2]   UNIFIED CULVERT SCOUR DETERMINATION [J].
ABT, SR ;
KLOBERDANZ, RL ;
MENDOZA, C .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (10) :1475-1479
[3]   Generalized study of erosion by circular horizontal turbulent jets [J].
Ade, F ;
Rajaratnam, N .
JOURNAL OF HYDRAULIC RESEARCH, 1998, 36 (04) :613-635
[4]   Effect of sediment gradation on erosion by plane turbulent wall jets [J].
Aderibigbe, O ;
Rajaratnam, N .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (10) :1034-1042
[5]   LOCAL SCOUR CAUSED BY SUBMERGED WALL JETS [J].
ALI, KHM ;
LIM, SY .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1986, 81 :607-645
[6]   Alternative neural networks to estimate the scour below spillways [J].
Azamathulla, H. Md. ;
Deo, M. C. ;
Deolalikar, P. B. .
ADVANCES IN ENGINEERING SOFTWARE, 2008, 39 (08) :689-698
[7]   Genetic Programming to Predict River Pipeline Scour [J].
Azamathulla, H. Md. ;
Ab Ghani, Aminuddin .
JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 2010, 1 (03) :127-132
[8]   Genetic Programming to Predict Bridge Pier Scour [J].
Azamathulla, H. Md. ;
Ab Ghani, Aminuddin ;
Zakaria, Nor Azazi ;
Guven, Aytac .
JOURNAL OF HYDRAULIC ENGINEERING, 2010, 136 (03) :165-169
[9]   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
[10]   A COMPREHENSIVE GENERALIZED STUDY OF SCOUR AT CANTILEVERED PIPE OUTLETS .1. BACKGROUND [J].
BLAISDELL, FW ;
ANDERSON, CL .
JOURNAL OF HYDRAULIC RESEARCH, 1988, 26 (04) :357-376