@inproceedings{a6e377afd153474da0dd2d8f8b4f829e,
title = "Three-layer analytical solution for wave attenuation by suspended and nonsuspended vegetation canopy",
abstract = "A generalized three-layer analytical solution for the wave attenuation by suspended and non-suspended vegetation canopy is developed in this study. The analytical solution reduces to the two-layer analytical solution by Kobayashi et al. (1993) for the non-suspended vegetation canopy rooted at the sea bed. The present theory is verified using laboratory experiments and field observations of a suspended and non-suspended as well as emerged and submerged vegetation canopy. The wave attenuation increase with the drag coefficient, blade diameter and length, canopy density and length, the elevation of the bottom of the canopy and the incident wave height. The influences of wave frequency and water depth on wave attenuation are more complex. They affect the wave attenuation mainly by changing the wave flow velocity encountered by the vegetation canopy. As a result, the canopy vertical position has significant impact on the relationship between the wave attenuation and wave frequency.",
keywords = "Analytical solution, Suspended vegetation canopy, Vegetation, Wave and vegetation interaction, Wave attenuation",
author = "Zhu, {Long Huan} and Qing-Ping Zou",
year = "2016",
doi = "10.9753/icce.v35.waves.27",
language = "English",
series = "Coastal Engineering Proceedings",
publisher = "Coastal Engineering Research Council",
number = "35",
editor = "Patrick Lynett",
booktitle = "Proceedings of the 35th International Conference on Coastal Engineering 2016",
note = "35th International Conference on Coastal Engineering 2016, ICCE 2016 ; Conference date: 17-11-2016 Through 20-11-2016",
}