ANFIS-based approach to predicting scour location of spillway

被引:23
作者
Azamathulla, H. M. [1 ]
Ghani, A. A. [1 ]
Zakaria, N. Azazi [1 ]
机构
[1] Univ Sains Malaysia, River Engn & Urban Drainage Res Ctr, REDAC, George Town, Malaysia
关键词
hydraulics & hydrodynamics; models (physical); river enginerring; NEURAL-NETWORKS; FUZZY; INFERENCE; SYSTEMS;
D O I
10.1680/wama.2009.162.6.399
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A spillway with a trajectory bucket as an energy dissipator satisfies the requirements of both safety and economy. Many researchers have developed empirical formulae to predict scour location considering different hydraulic parameters and bucket configurations. An attempt has been made in this paper to estimate the location of maximum scour using parameters such as q, H(l), R, d(50), d(w) and the lip angle of the bucket using an adaptive neuro fuzzy inference system (ANFIS). Extensive experimental results were collected and analysed in order to investigate the effect of different parameters on throw distance and scour location downstream of a trajectory bucket spillway. It was found that the scour parameter is a function of the fall Froude number, ratio of head to tailwater depth, ratio of radius of trajectory bucket to head, ratio of sediment mean size to head and lip angle of the bucket. The functional relationship is expressed in dimensionless form. This paper also presents an alternative to the regression in the form of neural fuzzy modelling. The results of this modelling were compared with the regression equation and it was found that the ANFIS results are highly satisfactory. The results of this study can be used to predict the location of maximum scour downstream of the trajectory bucket spillway.
引用
收藏
页码:399 / 407
页数:9
相关论文
共 38 条
[1]   Data generation for shear modulus and damping ratio in reinforced sands using adaptive neuro-fuzzy inference system [J].
Akbulut, S ;
Hasiloglu, AS ;
Pamukcu, S .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2004, 24 (11) :805-814
[2]  
Amanian NUG, 1993, P 1993 ASCE NAT C HY, P856
[3]  
[Anonymous], 1992, Neural Networks and Fuzzy Systems: A Dynamical Systems Approach to Machine Intelligence
[4]  
[Anonymous], DEV HYDRAULIC ENG
[5]  
[Anonymous], IEEE T SYST MAN CYB
[6]  
[Anonymous], INT J APPROXIMATE RE
[7]   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
[8]   SCOUR DOWNSTREAM OF GRADE-CONTROL STRUCTURES [J].
BORMANN, NE ;
JULIEN, PY .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (05) :579-594
[9]  
Breusers H.Raudkivi., 1991, SCOURING
[10]  
*BUR IND STAND, 1985, 7365 BIS