Skip Navigation

Forestry 2008 81(3):279-297; doi:10.1093/forestry/cpn024
This Article
Right arrow Full Text
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Similar articles in ISI Web of Science
Right arrow Alert me to new issues of the journal
Right arrow Add to My Personal Archive
Right arrow Download to citation manager
Right arrowRequest Permissions
Google Scholar
Right arrow Articles by Sellier, D.
Right arrow Articles by Fourcaud, T.
Right arrow Search for Related Content
Social Bookmarking
 Add to CiteULike   Add to Connotea   Add to Del.icio.us  
What's this?

© Institute of Chartered Foresters, 2008. All rights reserved. For Permissions, please email: journals.permissions@oxfordjournals.org

This article appears in the following Forestry issue: Wind and Trees Special Issue [View the issue table of contents]

A numerical model of tree aerodynamic response to a turbulent airflow

Damien Sellier1,2, Yves Brunet3,* and Thierry Fourcaud2,4

1 SCION, 49 Sala Street, Rotorua, New Zealand
2 INRA, UMR US2B, Cestas cedex F-33612, France
3 INRA, UR EPHYSE, Villenave d'Ornon cedex F-33883, France
4 CIRAD, UMR AMAP, Montpellier F-34000, France

* Corresponding author. E-mail: brunet{at}bordeaux.inra.fr


   Abstract

This study presents a predictive dynamic model developed to analyse the mechanical response of trees submitted to a turbulent airflow. This finite-element model integrates a three-dimensional description of tree architecture and is driven by fluctuating drag forces applied on all parts. For validation purposes, instantaneous wind velocities and wind-induced stem displacements of two trees were recorded in a mature Maritime pine stand (Pinus pinaster) at several heights. The tree geometrical and physical characteristics were measured to describe their architecture. No model parameter was adjusted. Tree motions appear to be driven by wind pulses reflecting turbulence intermittency. No evidence is found for resonant behaviour. In the mean wind direction, the simulated oscillations agree well with the measured time series. The underestimation of tree movement in the cross-stream direction outlines the importance of torque behaviour on the predictive accuracy of the model. The mechanical transfer functions of the modelled trees show vibration peak frequencies very similar to the measured ones. At higher frequencies, the simulated damping appears overestimated, with the set of parameters used. The model provides a sound basis to further investigate the influence of tree aerial architecture and turbulence structure on tree stability to wind.


Received 5 October 2007.
Add to CiteULike CiteULike   Add to Connotea Connotea   Add to Del.icio.us Del.icio.us    What's this?


This article has been cited by other articles:


Home page
Am. J. Bot.Home page
D. Sellier and T. Fourcaud
Crown structure and wood properties: Influence on tree sway and response to high winds
Am. J. Botany, May 1, 2009; 96(5): 885 - 896.
[Abstract] [Full Text] [PDF]



Disclaimer: Please note that abstracts for content published before 1996 were created through digital scanning and may therefore not exactly replicate the text of the original print issues. All efforts have been made to ensure accuracy, but the Publisher will not be held responsible for any remaining inaccuracies. If you require any further clarification, please contact our Customer Services Department.