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Bank stability analysis for regime models of vegetated gravel bed rivers

Auteur :
EATON, B.C.

Description :
In this paper, a modified bank stability analysis is presented that attempts to make use of both the frictional strength parameter and the scale dependent cohesive strength parameter. The AA. have applied this model to the alluvial channels described by Hey and Thorne (1986). It is showed that this new formulation increases model accuracy, especially, for the more densely vegetated channel types.


Type de document :
Article de périodique

Source :
Earth surface processes and landforms, issn : 0197-9337, 2006, vol. 31, n°. 11, p. 1438-1444, nombre de pages : 7, Collation : Illustration, Références bibliographiques : 24 ref.

Date :
2006

Editeur :
Pays édition : Royaume-Uni, Chichester, Wiley

Langue :
Anglais
Droits :
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