Journal of the power divisian - Proceedings of the American Society of Civil Engineers, 1. Arch dam design : State of the art / Copen, M. D.

Public ISBD Titre de série : Journal of the power divisian - Proceedings of the American Society of Civil Engineers, 1 Titre : Arch dam design : State of the art Type de document : texte imprimé Auteurs : Copen, M. D. ; Asce, F. ; Scrivmer, L. R. Année de publication : January 1970 ISBN/ISSN/EAN : CI-04650 Note générale : Shapes, which take davantage of inherent structural qualities of arch dams, are being adapted to sites which were previously not considered for such structuries, modern design methods permit rapid, reliable evaluation of many alternative solutions for each site, subjected to all anticipated loading conditions. Good comparisons of computed with measured prototype behaviour have substantiated design analyses. Beter understanding of foundation requirements and Mock mechanics have contributed greather safety and efficienty to arch dain design. Prominent current tends include thimer, doubly curved arch dams, shaped in plan to most effectively meet site conditions. Langues : Anglais (eng) Mots-clés : Art  Méthodologie  Ordinateur  Construction  Fondation d'ouvrage  Génie civil  Barrage en Arc  Propriété structurale  Modèle structural  Sécurité  Modèle de construction. Index. décimale : 627.8 Barrages Résumé : Shapes, which take davantage of inherent structural qualities of arch dams, are being adapted to sites which were previously not considered for such structuries, modern design methods permit rapid, reliable evaluation of many alternative solutions for each site, subjected to all anticipated loading conditions. Good comparisons of computed with measured prototype behaviour have substantiated design analyses. Beter understanding of foundation requirements and Mock mechanics have contributed greather safety and efficienty to arch dain design. Prominent current tends include thimer, doubly curved arch dams, shaped in plan to most effectively meet site conditions. Note de contenu : Shapes, which take davantage of inherent structural qualities of arch dams, are being adapted to sites which were previously not considered for such structuries, modern design methods permit rapid, reliable evaluation of many alternative solutions for each site, subjected to all anticipated loading conditions. Good comparisons of computed with measured prototype behaviour have substantiated design analyses. Beter understanding of foundation requirements and Mock mechanics have contributed greather safety and efficienty to arch dain design. Prominent current tends include thimer, doubly curved arch dams, shaped in plan to most effectively meet site conditions. Journal of the power divisian - Proceedings of the American Society of Civil Engineers, 1. Arch dam design : State of the art [texte imprimé] / Copen, M. D. ; Asce, F. ; Scrivmer, L. R. . - January 1970. ISSN : CI-04650 Shapes, which take davantage of inherent structural qualities of arch dams, are being adapted to sites which were previously not considered for such structuries, modern design methods permit rapid, reliable evaluation of many alternative solutions for each site, subjected to all anticipated loading conditions. Good comparisons of computed with measured prototype behaviour have substantiated design analyses. Beter understanding of foundation requirements and Mock mechanics have contributed greather safety and efficienty to arch dain design. Prominent current tends include thimer, doubly curved arch dams, shaped in plan to most effectively meet site conditions. Langues : Anglais (eng) Mots-clés : Art  Méthodologie  Ordinateur  Construction  Fondation d'ouvrage  Génie civil  Barrage en Arc  Propriété structurale  Modèle structural  Sécurité  Modèle de construction. Index. décimale : 627.8 Barrages Résumé : Shapes, which take davantage of inherent structural qualities of arch dams, are being adapted to sites which were previously not considered for such structuries, modern design methods permit rapid, reliable evaluation of many alternative solutions for each site, subjected to all anticipated loading conditions. Good comparisons of computed with measured prototype behaviour have substantiated design analyses. Beter understanding of foundation requirements and Mock mechanics have contributed greather safety and efficienty to arch dain design. Prominent current tends include thimer, doubly curved arch dams, shaped in plan to most effectively meet site conditions. Note de contenu : Shapes, which take davantage of inherent structural qualities of arch dams, are being adapted to sites which were previously not considered for such structuries, modern design methods permit rapid, reliable evaluation of many alternative solutions for each site, subjected to all anticipated loading conditions. Good comparisons of computed with measured prototype behaviour have substantiated design analyses. Beter understanding of foundation requirements and Mock mechanics have contributed greather safety and efficienty to arch dain design. Prominent current tends include thimer, doubly curved arch dams, shaped in plan to most effectively meet site conditions.

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Upgrading of the orange cove irrigation district water distribution system / Merriam, J.L.

Public ISBD Titre : Upgrading of the orange cove irrigation district water distribution system Type de document : texte imprimé Auteurs : Merriam, J.L. ; Asce, F. ; Chandler, J.C. Mention d'édition : Agricultural Engineering Department/California Polytechnic State University Editeur : Agricultural Engineering Department/California Polytechnic State University Année de publication : 1990 ISBN/ISSN/EAN : CI-08030 Note générale : The Orange cove Irrigation District covers about 28.000 acres (11,200 ha) in the Central Valley of California. It is supplied from the friant-kern canal constructed by the U. S. Bureau of Reclamation in the late 1940's. A semi-closed low pressure pipeline system with Harris float valves is used to distribute the water. The portion of the District below the canal has a gravity supply and the portion above has water pumped up in stages. The schedule used was a 24 hour duration restricted arranged schedule. Langues : Anglais (eng) Mots-clés : Irrigation  Stockage  Ressource en eau  Hydraulique agricole Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : The Orange cove Irrigation District covers about 28.000 acres (11,200 ha) in the Central Valley of California. It is supplied from the friant-kern canal constructed by the U. S. Bureau of Reclamation in the late 1940's. A semi-closed low pressure pipeline system with Harris float valves is used to distribute the water. The portion of the District below the canal has a gravity supply and the portion above has water pumped up in stages. The schedule used was a 24 hour duration restricted arranged schedule. Note de contenu : The Orange cove Irrigation District covers about 28.000 acres (11,200 ha) in the Central Valley of California. It is supplied from the friant-kern canal constructed by the U. S. Bureau of Reclamation in the late 1940's. A semi-closed low pressure pipeline system with Harris float valves is used to distribute the water. The portion of the District below the canal has a gravity supply and the portion above has water pumped up in stages. The schedule used was a 24 hour duration restricted arranged schedule. Upgrading of the orange cove irrigation district water distribution system [texte imprimé] / Merriam, J.L. ; Asce, F. ; Chandler, J.C.  . -  Agricultural Engineering Department/California Polytechnic State University . - Agricultural Engineering Department/California Polytechnic State University, 1990. ISSN : CI-08030 The Orange cove Irrigation District covers about 28.000 acres (11,200 ha) in the Central Valley of California. It is supplied from the friant-kern canal constructed by the U. S. Bureau of Reclamation in the late 1940's. A semi-closed low pressure pipeline system with Harris float valves is used to distribute the water. The portion of the District below the canal has a gravity supply and the portion above has water pumped up in stages. The schedule used was a 24 hour duration restricted arranged schedule. Langues : Anglais (eng) Mots-clés : Irrigation  Stockage  Ressource en eau  Hydraulique agricole Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : The Orange cove Irrigation District covers about 28.000 acres (11,200 ha) in the Central Valley of California. It is supplied from the friant-kern canal constructed by the U. S. Bureau of Reclamation in the late 1940's. A semi-closed low pressure pipeline system with Harris float valves is used to distribute the water. The portion of the District below the canal has a gravity supply and the portion above has water pumped up in stages. The schedule used was a 24 hour duration restricted arranged schedule. Note de contenu : The Orange cove Irrigation District covers about 28.000 acres (11,200 ha) in the Central Valley of California. It is supplied from the friant-kern canal constructed by the U. S. Bureau of Reclamation in the late 1940's. A semi-closed low pressure pipeline system with Harris float valves is used to distribute the water. The portion of the District below the canal has a gravity supply and the portion above has water pumped up in stages. The schedule used was a 24 hour duration restricted arranged schedule.

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