Author/Authors :
Fatahi M. نويسنده Civil Engineering Department, Jundi-Shapur University of Technology, Dezful, Iran. , Lashkar-Ara B. نويسنده Civil Engineering Department, Jundi-Shapur University of Technology, Dezful, Iran.
Abstract :
In this work, we use the non-linear regression, artificial neural network (ANN), and genetic programming
(GP) approaches in order to predict an important tangible issue, i.e. the scour dimension downstream of
inverted siphon structures. Dimensional analysis and non-linear regression-based equations are proposed for
the estimation of the maximum scour depth, location of the scour hole, and location and height of the dune
downstream of the structures. In addition, The GP-based formulation results are compared with the
experimental results and other accurate equations. The analysis results show that the equations derived from
the forward stepwise non-linear regression method have the correlation coefficients R2= 0.962, 0.971, and
0.991, respectively. This correlates the relative parameter of the maximum scour depth (s/z) in comparison
with the GP and ANN models. Furthermore, the slope of the fitted line extracted from computations and
observations for dimensionless parameters generally presents a new achievement for sediment engineering
and scientific community, indicating the superiority of the ANN model.