Mots-clés
Capacité de charge ; Contrainte de cisaillement ; Cours d'eau ; Ecoulement fluvial ; Erosion des berges ; Géométrie hydraulique ; Lit fluvial ; Modèle ; Modèle numériqueBank erosion ; Carrying capacity ; Channel geometry ; Model ; Numerical model ; River bed ; Shear stress ; Stream ; Stream flowProcess-form interactions in unstable sand-bed river channels : a numerical modeling approach
Auteur(s) et Affiliation(s)
SIMON, A.
USDA-Agricultural Research Service, National Sedimentation Laboratory, Oxford, Etats-Unis
Description :
A deterministic numerical model of bed deformation and channel widening, which accounts for specific mechanisms of bank erosion and collapse, is used to analyze morphological and flow-energy parameters in adjusting sand-bed channels, for a range of simulated fluvial environments. Simulated channels with a range of assumed boundary-material characteristics were subjected to identical disturbances imposed by reducing the supply of sediment from upstream. The importance of channel widening in controlling and reducing the flow depth of a given discharge and average boundary shear stress is highlighted for the silt- and sand-bank cases.
Type de document :
Article de périodique
Source :
Geomorphology (Amsterdam), issn : 0169-555X, 1997, vol. 21, n°. 2, p. 85-106, Collation : Illustration, Références bibliographiques : 33 ref.
Date :
1997
Editeur :
Pays édition : Pays-Bas, Amsterdam, Elsevier
Langue :
Anglais
Anglais
Droits :
Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)
Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)