Research Article
Jun 1980
Biomechanics of Vegetative Channel Linings
Publication: Journal of the Hydraulics Division
Volume 106, Issue 6
Abstract
A method to determine and apply the biomechanical properties of vegetative channel linings is presented. The method is used to evaluate the stiffness of vegetation commonly used to protect earth channels from erosion. Using the vegetation stiffness and stem length, the deflected height of the channel lining is predicted to yield a relative roughness under given flow conditions. The relative roughness is used to calculate a value of the Darcy-Weisbach friction factor or Manning's n. A method to design a vegatated channel is included.
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Published In
Journal of the Hydraulics Division
Volume 106 • Issue 6 • June 1980
Pages: 1085 - 1103
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Jun 1980
Published online: Feb 3, 2021
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Nicholas Kouwen, M.ASCE
Assoc. Prof., Dept. ofCiv. Engrg., Univ. of Waterloo, Ontario, Canada
Ruh-Ming Li, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.