Titre :	International symposium on dams and extreme floods
Type de document :	texte imprimé
Mention d'édition :	Spanish National Committee/ICOLD
Editeur :	Spanish National Committee/ICOLD
Année de publication :	1992
ISBN/ISSN/EAN :	CI-09325
Note générale :	The boundary element method for study of unconfined seepage flow through an embakment dam is extented to study the hydraulics of bankment overtopping flows. The stream function formulation for the problem is presented. Two sample problem are included. On for a concrete dam spillway and the other for an embakment dam overtoping. Results on these analyses are compared with the known experimental and numérical results. The close comparison of results in encouraging for this difficult numerical problems.
Langues :	Anglais (eng)
Mots-clés :	Barrage  Inondation  Débit fluvial  Hydraulique  Réservoir  Expérimentation
Index. décimale :	627.8 Barrages
Résumé :	The boundary element method for study of unconfined seepage flow through an embakment dam is extented to study the hydraulics of bankment overtopping flows. The stream function formulation for the problem is presented. Two sample problem are included. On for a concrete dam spillway and the other for an embakment dam overtoping. Results on these analyses are compared with the known experimental and numérical results. The close comparison of results in encouraging for this difficult numerical problems.
Note de contenu :	The boundary element method for study of unconfined seepage flow through an embakment dam is extented to study the hydraulics of bankment overtopping flows. The stream function formulation for the problem is presented. Two sample problem are included. On for a concrete dam spillway and the other for an embakment dam overtoping. Results on these analyses are compared with the known experimental and numérical results. The close comparison of results in encouraging for this difficult numerical problems.

International symposium on dams and extreme floods [texte imprimé]  . -  Spanish National Committee/ICOLD . - Spanish National Committee/ICOLD, 1992.
ISSN : CI-09325
The boundary element method for study of unconfined seepage flow through an embakment dam is extented to study the hydraulics of bankment overtopping flows. The stream function formulation for the problem is presented. Two sample problem are included. On for a concrete dam spillway and the other for an embakment dam overtoping. Results on these analyses are compared with the known experimental and numérical results. The close comparison of results in encouraging for this difficult numerical problems.
Langues : Anglais (eng)

Mots-clés :	Barrage  Inondation  Débit fluvial  Hydraulique  Réservoir  Expérimentation
Index. décimale :	627.8 Barrages
Résumé :	The boundary element method for study of unconfined seepage flow through an embakment dam is extented to study the hydraulics of bankment overtopping flows. The stream function formulation for the problem is presented. Two sample problem are included. On for a concrete dam spillway and the other for an embakment dam overtoping. Results on these analyses are compared with the known experimental and numérical results. The close comparison of results in encouraging for this difficult numerical problems.
Note de contenu :	The boundary element method for study of unconfined seepage flow through an embakment dam is extented to study the hydraulics of bankment overtopping flows. The stream function formulation for the problem is presented. Two sample problem are included. On for a concrete dam spillway and the other for an embakment dam overtoping. Results on these analyses are compared with the known experimental and numérical results. The close comparison of results in encouraging for this difficult numerical problems.