Mots-clés
Analyse de stabilité ; Bassin-versant ; Chenal ; Ecoulement fluvial ; Géométrie hydraulique ; Modèle ; Modèle numérique ; Pente de versant ; Régime hydrologique ; Réseau de drainageChannel ; Channel geometry ; Drainage network ; Hydrological regime ; Model ; Numerical model ; Slope gradient ; Stability analysis ; Stream flow ; WatershedCaño ; Cuenca hidrográfica ; Escorrentíafluvial ; Geometria hidráulica ; Inclinación de la vertiente ; Modelo ; Modelo numérico ; Red de drenaje ; Régimen hidrológicoA channel head stability criterion for first-order catchments
Auteur :SÓLYOM, P.B.
Description :
This analysis derives a stability criterion for long-term equilibrium channel heads. The concept of finite perturbation analysis is presented, during which the surface is subjected to perturbations of a finite amplitude and resulting changes in flow path structure and slope are computed. Based on these quantities the analysis predicts whether the perturbed location is going to erode, be filled in or remain steady. The channel head is defined geometrically as the focus point of converging flow lines at the bottom of hollows. It is demonstrated that stability at the channel head grows out of the competition between the rate of flow path convergence and the degree of profile concavity. Analytical functions are derived to compute channel head-contributing area and -slope, flow path convergence and profile concavity as a function of perturbation depth, distance from the crest and the initial slope.
Type de document :
Article de périodique
Source :
Earth surface processes and landforms, issn : 0197-9337, 2011, vol. 36, n°. 4, p. 533-546, nombre de pages : 14, Références bibliographiques : 1 p.
Date :
2011
Editeur :
Pays édition : Royaume-Uni, Chichester, Wiley
Langue :
Anglais
Anglais
Droits :
Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)
Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)