Titre :	Stability of overtopped embankment dams
Type de document :	texte imprimé
Auteurs :	Chugher, K. A. ; Asg, F.
Mention d'édition :	US. Department of Interior
Editeur :	US. Department of Interior
Année de publication :	[s.d.]
ISBN/ISSN/EAN :	CI-09332
Note générale :	A analytical expressions are presented to estimate hydrodynamic forces exerted by water overtopping an embankment flows in terms of unit discharge, flow depth profile, and flow velocity profile are estimated by conventional open channel flow theories. Stope stability equations by the limit equilibrium method are extended to include the surface traction and pressures due to overtopping water. The results of a sample problem are presented to illustrate the significance of the ideas presented. The information presented should be of interest in the analysis and design of new and existing embankment dams for overtopping.
Langues :	Anglais (eng)
Mots-clés :	Barrage  Ruissellement  Analyse hydrodynamique
Index. décimale :	627.8 Barrages
Résumé :	A analytical expressions are presented to estimate hydrodynamic forces exerted by water overtopping an embankment flows in terms of unit discharge, flow depth profile, and flow velocity profile are estimated by conventional open channel flow theories. Stope stability equations by the limit equilibrium method are extended to include the surface traction and pressures due to overtopping water. The results of a sample problem are presented to illustrate the significance of the ideas presented. The information presented should be of interest in the analysis and design of new and existing embankment dams for overtopping.
Note de contenu :	A analytical expressions are presented to estimate hydrodynamic forces exerted by water overtopping an embankment flows in terms of unit discharge, flow depth profile, and flow velocity profile are estimated by conventional open channel flow theories. Stope stability equations by the limit equilibrium method are extended to include the surface traction and pressures due to overtopping water. The results of a sample problem are presented to illustrate the significance of the ideas presented. The information presented should be of interest in the analysis and design of new and existing embankment dams for overtopping.

Stability of overtopped embankment dams [texte imprimé] / Chugher, K. A. ; Asg, F.  . -  US. Department of Interior . - US. Department of Interior, [s.d.].
ISSN : CI-09332
A analytical expressions are presented to estimate hydrodynamic forces exerted by water overtopping an embankment flows in terms of unit discharge, flow depth profile, and flow velocity profile are estimated by conventional open channel flow theories. Stope stability equations by the limit equilibrium method are extended to include the surface traction and pressures due to overtopping water. The results of a sample problem are presented to illustrate the significance of the ideas presented. The information presented should be of interest in the analysis and design of new and existing embankment dams for overtopping.
Langues : Anglais (eng)

Mots-clés :	Barrage  Ruissellement  Analyse hydrodynamique
Index. décimale :	627.8 Barrages
Résumé :	A analytical expressions are presented to estimate hydrodynamic forces exerted by water overtopping an embankment flows in terms of unit discharge, flow depth profile, and flow velocity profile are estimated by conventional open channel flow theories. Stope stability equations by the limit equilibrium method are extended to include the surface traction and pressures due to overtopping water. The results of a sample problem are presented to illustrate the significance of the ideas presented. The information presented should be of interest in the analysis and design of new and existing embankment dams for overtopping.
Note de contenu :	A analytical expressions are presented to estimate hydrodynamic forces exerted by water overtopping an embankment flows in terms of unit discharge, flow depth profile, and flow velocity profile are estimated by conventional open channel flow theories. Stope stability equations by the limit equilibrium method are extended to include the surface traction and pressures due to overtopping water. The results of a sample problem are presented to illustrate the significance of the ideas presented. The information presented should be of interest in the analysis and design of new and existing embankment dams for overtopping.