Stability of overtopped embankment dams / Chugher, K. A.

Public ISBD 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.

Réservation

Réserver ce document

Exemplaires(8)

Code-barres	Cote	Support	Localisation	Section	Disponibilité
CI03B332.195794	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195793	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195790	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195792	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195791	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195789	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195788	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible
CI03B332.195787	CI-09332	Monographie	Bibliothèque CDI-Ouaga	Fond documentaire	Disponible

---

1 (1 - 1 / 1) Par page : 25 50 100 200