Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
1721155 | Coastal Engineering | 2011 | 5 Pages |
Abstract
This paper provides a practical method for estimating the drag force on a vegetation field exposed to long-crested (2D) and short-crested (3D) nonlinear random waves. This is achieved by using a simple drag formula together with an empirical drag coefficient given by Mendez et al. (1999), in conjunction with a stochastic approach. Here the waves are assumed to be a stationary narrow-band random process. Effects of nonlinear waves are included by adopting the Forristall (2000) wave crest height distribution representing both 2D and 3D random waves.
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Authors
Dag Myrhaug, Lars Erik Holmedal,