Author/Authors :
Soltani, Mohsen Department of Civil Engineering - University of Qom , Amirabadi, Rouhollah Department of Civil Engineering - University of Qom
Abstract :
This study aims to investigate the capability of two common numerical
methods, Homotopy Analysis Method (HAM) and Variational Iteration Method
(VIM), and to suggest more efficient approximate solution method to the
governing equations of nonlinear surface wave propagation in shallow water.
To do so, semi-flat, moderate, and sharp slope of shore which are connected to
an open ocean with a uniform depth are exposed to a solitary wave with initial
wave height H=2 and stationary elevation d=20. Then, the surface elevation and
velocity curves for these profiles are determined and compared by HAM and
VIM. To verify the numerical modeling, two slopes i.e. semi-flat and moderate
slope are considered and modeled in Flow-3D. Afterwards, the results of surface
elevations are compared to each other by using correlation coefficient. The
correlation coefficients for the slopes represent that the results coincide well.
Ultimately, although the results of both methods are quite similar, using HAM
is highly recommend rather than VIM since it makes solution procedure fastconverging
and more abridged.