| Article ID | Journal | Published Year | Pages | File Type | 
|---|---|---|---|---|
| 1726531 | Ocean Engineering | 2011 | 9 Pages | 
Abstract
												In this study, solitary wave interaction with emergent, rigid vegetation was studied numerically and experimentally. Laboratory experiments were carried out in a wave flume with vegetation models of different lengths and porosities; the Boussinesq equations with the effects of the vegetation being modeled by a quadratic drag law are used to simulate the wave scattering by and the wave propagation through vegetation. Effects of incident wave height, vegetation density, and vegetation length are discussed. An empirical expression for the mean drag coefficient of emergent, rigid vegetation is presented and compared with other available data. The results are useful for studying tsunami hazard mitigation by coastal forests.
Related Topics
												
													Physical Sciences and Engineering
													Engineering
													Ocean Engineering
												
											Authors
												Zhenhua Huang, Yu Yao, Shawn Y. Sim, Yao Yao, 
											