Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
1721440 | Coastal Engineering | 2009 | 6 Pages |
Abstract
This paper provides a practical method by which the drag force on a vegetation field beneath nonlinear random waves can be estimated. This is achieved by using a simple drag formula together with an empirical drag coefficient given by Mendez et al. (Mendez, F.J., Losada, I.J., Losada, M.A., 1999. Hydrodynamics induced by wind waves in a vegetation field. J. Geophys. Res. 104 (C8), 18383–18396). Effects of nonlinear waves are included by using Stokes second order wave theory where the basic harmonic motion is assumed to be a stationary Gaussian narrow–band random process. An example of calculation is also presented.
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
Dag Myrhaug, Lars Erik Holmedal, Muk Chen Ong,