Bienvenue au Centre de Documentation et d'Information de 2iE: Plus de 27422 ouvrages vous sont proposés
Détail de l'éditeur
U.S. Department of the Interior |
Documents disponibles chez cet éditeur (14)
Faire une suggestion Affiner la rechercheACER Technical Memorandum, 11. Downstream Hazared classification Guidelines
Titre de série : ACER Technical Memorandum, 11 Titre : Downstream Hazared classification Guidelines Type de document : texte imprimé Mention d'édition : U.S. Department of the Interior Editeur : U.S. Department of the Interior Année de publication : 1988 ISBN/ISSN/EAN : CI-06879 Note générale : #NOM? Langues : Anglais (eng) Mots-clés : Evaluation Classification Ingénierie Hydrogéologie Risque en aval Index. décimale : 551 Géologie, météorologie, hydrologie générale Résumé : #NOM? Note de contenu : #NOM? ACER Technical Memorandum, 11. Downstream Hazared classification Guidelines [texte imprimé] . - U.S. Department of the Interior . - U.S. Department of the Interior, 1988.
ISSN : CI-06879
#NOM?
Langues : Anglais (eng)
Mots-clés : Evaluation Classification Ingénierie Hydrogéologie Risque en aval Index. décimale : 551 Géologie, météorologie, hydrologie générale Résumé : #NOM? Note de contenu : #NOM? Réservation
Réserver ce document
Exemplaires(8)
Code-barres Cote Support Localisation Section Disponibilité CI03B879.61631 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61632 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61629 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61630 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61626 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61627 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61628 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B879.61625 CI-06879 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Characteristics and problems of collapsible soils Type de document : texte imprimé Auteurs : Knodel, P. C. Mention d'édition : U.S. Department of the Interior Editeur : U.S. Department of the Interior Année de publication : 1992 ISBN/ISSN/EAN : CI-08667 Note générale : In designing and construsting water ressources projects, the bureau of reclamation has encountered collapsing soil in several different parts of the united states. Collapsible soil are defined as any unsaturated soil that es thraugh a radiocal reanangement of particles and great decreape in volume upon wetting, additional loading, or both. Collapsible soils are found thraug haut the world in soil deposits, that are eolian, loessial, subaerial, mudflows, alluvial, residual, or are manmade fills . Langues : Anglais (eng) Mots-clés : Sol Typologie Pédologie Méthodologie Hydrocompaction Index. décimale : 631.4 Pédologie, science et préservation des sols : chimie, physique, fertilité Résumé : In designing and construsting water ressources projects, the bureau of reclamation has encountered collapsing soil in several different parts of the united states. Collapsible soil are defined as any unsaturated soil that es thraugh a radiocal reanangement of particles and great decreape in volume upon wetting, additional loading, or both. Collapsible soils are found thraug haut the world in soil deposits, that are eolian, loessial, subaerial, mudflows, alluvial, residual, or are manmade fills . Note de contenu : In designing and construsting water ressources projects, the bureau of reclamation has encountered collapsing soil in several different parts of the united states. Collapsible soil are defined as any unsaturated soil that es thraugh a radiocal reanangement of particles and great decreape in volume upon wetting, additional loading, or both. Collapsible soils are found thraug haut the world in soil deposits, that are eolian, loessial, subaerial, mudflows, alluvial, residual, or are manmade fills . Characteristics and problems of collapsible soils [texte imprimé] / Knodel, P. C. . - U.S. Department of the Interior . - U.S. Department of the Interior, 1992.
ISSN : CI-08667
In designing and construsting water ressources projects, the bureau of reclamation has encountered collapsing soil in several different parts of the united states. Collapsible soil are defined as any unsaturated soil that es thraugh a radiocal reanangement of particles and great decreape in volume upon wetting, additional loading, or both. Collapsible soils are found thraug haut the world in soil deposits, that are eolian, loessial, subaerial, mudflows, alluvial, residual, or are manmade fills .
Langues : Anglais (eng)
Mots-clés : Sol Typologie Pédologie Méthodologie Hydrocompaction Index. décimale : 631.4 Pédologie, science et préservation des sols : chimie, physique, fertilité Résumé : In designing and construsting water ressources projects, the bureau of reclamation has encountered collapsing soil in several different parts of the united states. Collapsible soil are defined as any unsaturated soil that es thraugh a radiocal reanangement of particles and great decreape in volume upon wetting, additional loading, or both. Collapsible soils are found thraug haut the world in soil deposits, that are eolian, loessial, subaerial, mudflows, alluvial, residual, or are manmade fills . Note de contenu : In designing and construsting water ressources projects, the bureau of reclamation has encountered collapsing soil in several different parts of the united states. Collapsible soil are defined as any unsaturated soil that es thraugh a radiocal reanangement of particles and great decreape in volume upon wetting, additional loading, or both. Collapsible soils are found thraug haut the world in soil deposits, that are eolian, loessial, subaerial, mudflows, alluvial, residual, or are manmade fills . Réservation
Réserver ce document
Exemplaires(8)
Code-barres Cote Support Localisation Section Disponibilité CI03B667.37872 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37871 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37870 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37869 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37868 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37867 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37866 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B667.37865 CI-08667 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Coordination of Federal activities in the acquisition of certain water data Type de document : texte imprimé Mention d'édition : U.S. Department of the Interior Editeur : U.S. Department of the Interior Année de publication : 1975 ISBN/ISSN/EAN : CI-11182 Note générale : Literally hundred of state and local agencies, as well as many entities in the industrial and private sectors, make wide utilization of Federal water data, in addition to the large quantities of data which they collect themselves. Two commitee was established by the Secretary of the Interior, and yhe aims of this report is to descibe the rules of these committees and their coordinations. Langues : Anglais (eng) Mots-clés : Coopération institutionnelle Hydrologie Collecte des données Information Index. décimale : 551.48 Hydrologie : Résumé : Literally hundred of state and local agencies, as well as many entities in the industrial and private sectors, make wide utilization of Federal water data, in addition to the large quantities of data which they collect themselves. Two commitee was established by the Secretary of the Interior, and yhe aims of this report is to descibe the rules of these committees and their coordinations. Note de contenu : Literally hundred of state and local agencies, as well as many entities in the industrial and private sectors, make wide utilization of Federal water data, in addition to the large quantities of data which they collect themselves. Two commitee was established by the Secretary of the Interior, and yhe aims of this report is to descibe the rules of these committees and their coordinations. Coordination of Federal activities in the acquisition of certain water data [texte imprimé] . - U.S. Department of the Interior . - U.S. Department of the Interior, 1975.
ISSN : CI-11182
Literally hundred of state and local agencies, as well as many entities in the industrial and private sectors, make wide utilization of Federal water data, in addition to the large quantities of data which they collect themselves. Two commitee was established by the Secretary of the Interior, and yhe aims of this report is to descibe the rules of these committees and their coordinations.
Langues : Anglais (eng)
Mots-clés : Coopération institutionnelle Hydrologie Collecte des données Information Index. décimale : 551.48 Hydrologie : Résumé : Literally hundred of state and local agencies, as well as many entities in the industrial and private sectors, make wide utilization of Federal water data, in addition to the large quantities of data which they collect themselves. Two commitee was established by the Secretary of the Interior, and yhe aims of this report is to descibe the rules of these committees and their coordinations. Note de contenu : Literally hundred of state and local agencies, as well as many entities in the industrial and private sectors, make wide utilization of Federal water data, in addition to the large quantities of data which they collect themselves. Two commitee was established by the Secretary of the Interior, and yhe aims of this report is to descibe the rules of these committees and their coordinations. Réservation
Réserver ce document
Exemplaires(8)
Code-barres Cote Support Localisation Section Disponibilité CI04B182.130171 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130172 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130173 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130174 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130175 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130176 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130177 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B182.130178 CI-11182 $r non conforme -- Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Evaluation of Techniques for detection of cavitation on the runner of a model hydraulic Turbine Type de document : texte imprimé Auteurs : Skinner, M. M. ; Wahl, T. L. Mention d'édition : U.S. Department of the interior Editeur : U.S. Department of the Interior Année de publication : 1991 ISBN/ISSN/EAN : CI-08670 Note générale : The bureau of reclamation's 9 - Inch turbine model stand was moved in 1988 from Estes powerplant to be engineering research center at colorado state university to conduct research on detecding cavitation on the model turbine runner, details of the installation are provided, and operating procedures are described. Following installation and the completion of checkout tests, research was conducted on four techniques to detect cavitation on the runner of the model turbine . Langues : Anglais (eng) Mots-clés : Evaluation Bruit Technologie Equipement Hydraulique Cavitation Turbine hydraulique Modèle hydraulique Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : The bureau of reclamation's 9 - Inch turbine model stand was moved in 1988 from Estes powerplant to be engineering research center at colorado state university to conduct research on detecding cavitation on the model turbine runner, details of the installation are provided, and operating procedures are described. Following installation and the completion of checkout tests, research was conducted on four techniques to detect cavitation on the runner of the model turbine . Note de contenu : The bureau of reclamation's 9 - Inch turbine model stand was moved in 1988 from Estes powerplant to be engineering research center at colorado state university to conduct research on detecding cavitation on the model turbine runner, details of the installation are provided, and operating procedures are described. Following installation and the completion of checkout tests, research was conducted on four techniques to detect cavitation on the runner of the model turbine . Evaluation of Techniques for detection of cavitation on the runner of a model hydraulic Turbine [texte imprimé] / Skinner, M. M. ; Wahl, T. L. . - U.S. Department of the interior . - U.S. Department of the Interior, 1991.
ISSN : CI-08670
The bureau of reclamation's 9 - Inch turbine model stand was moved in 1988 from Estes powerplant to be engineering research center at colorado state university to conduct research on detecding cavitation on the model turbine runner, details of the installation are provided, and operating procedures are described. Following installation and the completion of checkout tests, research was conducted on four techniques to detect cavitation on the runner of the model turbine .
Langues : Anglais (eng)
Mots-clés : Evaluation Bruit Technologie Equipement Hydraulique Cavitation Turbine hydraulique Modèle hydraulique Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : The bureau of reclamation's 9 - Inch turbine model stand was moved in 1988 from Estes powerplant to be engineering research center at colorado state university to conduct research on detecding cavitation on the model turbine runner, details of the installation are provided, and operating procedures are described. Following installation and the completion of checkout tests, research was conducted on four techniques to detect cavitation on the runner of the model turbine . Note de contenu : The bureau of reclamation's 9 - Inch turbine model stand was moved in 1988 from Estes powerplant to be engineering research center at colorado state university to conduct research on detecding cavitation on the model turbine runner, details of the installation are provided, and operating procedures are described. Following installation and the completion of checkout tests, research was conducted on four techniques to detect cavitation on the runner of the model turbine . Réservation
Réserver ce document
Exemplaires(8)
Code-barres Cote Support Localisation Section Disponibilité CI03B670.44104 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44103 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44102 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44100 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44101 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44098 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44099 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B670.44097 CI-08670 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Mechanical properties of PVC well screen and casing. Type de document : texte imprimé Auteurs : Swihart, J. Mention d'édition : U.S. Department of the interior Editeur : U.S. Department of the Interior Année de publication : 1989 ISBN/ISSN/EAN : CI-06872 Note générale : Tensiles, collapse, and stiffness tests were run on two manufacturers shcedule 80 and class 200,8 - and 12 -inch - diameter specimens of PVC (polyvinyl chloride) well casing / well sreen / Flush-fit threaded koints / and flush - fit, solvent-welded, splip-fit joints. Watertightness tests were also run on the flush-fit threaded joints. The solvent-welded, splip-fit tensile specimens were cured in bath air and water at temperatures ranging from 32°F to 100°F, with cure times before testing ranging from 2 minutes to 21 days... Langues : Anglais (eng) Mots-clés : PUITS Forage Equipement Hydraulique Limite d'élasticité Propriété mécanique Effondrement Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : Tensiles, collapse, and stiffness tests were run on two manufacturers shcedule 80 and class 200,8 - and 12 -inch - diameter specimens of PVC (polyvinyl chloride) well casing / well sreen / Flush-fit threaded koints / and flush - fit, solvent-welded, splip-fit joints. Watertightness tests were also run on the flush-fit threaded joints. The solvent-welded, splip-fit tensile specimens were cured in bath air and water at temperatures ranging from 32°F to 100°F, with cure times before testing ranging from 2 minutes to 21 days... Note de contenu : Tensiles, collapse, and stiffness tests were run on two manufacturers shcedule 80 and class 200,8 - and 12 -inch - diameter specimens of PVC (polyvinyl chloride) well casing / well sreen / Flush-fit threaded koints / and flush - fit, solvent-welded, splip-fit joints. Watertightness tests were also run on the flush-fit threaded joints. The solvent-welded, splip-fit tensile specimens were cured in bath air and water at temperatures ranging from 32°F to 100°F, with cure times before testing ranging from 2 minutes to 21 days... Mechanical properties of PVC well screen and casing. [texte imprimé] / Swihart, J. . - U.S. Department of the interior . - U.S. Department of the Interior, 1989.
ISSN : CI-06872
Tensiles, collapse, and stiffness tests were run on two manufacturers shcedule 80 and class 200,8 - and 12 -inch - diameter specimens of PVC (polyvinyl chloride) well casing / well sreen / Flush-fit threaded koints / and flush - fit, solvent-welded, splip-fit joints. Watertightness tests were also run on the flush-fit threaded joints. The solvent-welded, splip-fit tensile specimens were cured in bath air and water at temperatures ranging from 32°F to 100°F, with cure times before testing ranging from 2 minutes to 21 days...
Langues : Anglais (eng)
Mots-clés : PUITS Forage Equipement Hydraulique Limite d'élasticité Propriété mécanique Effondrement Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : Tensiles, collapse, and stiffness tests were run on two manufacturers shcedule 80 and class 200,8 - and 12 -inch - diameter specimens of PVC (polyvinyl chloride) well casing / well sreen / Flush-fit threaded koints / and flush - fit, solvent-welded, splip-fit joints. Watertightness tests were also run on the flush-fit threaded joints. The solvent-welded, splip-fit tensile specimens were cured in bath air and water at temperatures ranging from 32°F to 100°F, with cure times before testing ranging from 2 minutes to 21 days... Note de contenu : Tensiles, collapse, and stiffness tests were run on two manufacturers shcedule 80 and class 200,8 - and 12 -inch - diameter specimens of PVC (polyvinyl chloride) well casing / well sreen / Flush-fit threaded koints / and flush - fit, solvent-welded, splip-fit joints. Watertightness tests were also run on the flush-fit threaded joints. The solvent-welded, splip-fit tensile specimens were cured in bath air and water at temperatures ranging from 32°F to 100°F, with cure times before testing ranging from 2 minutes to 21 days... Réservation
Réserver ce document
Exemplaires(8)
Code-barres Cote Support Localisation Section Disponibilité CI03B872.55824 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55822 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55823 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55821 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55820 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55819 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55817 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B872.55818 CI-06872 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
Permalink
Permalink
Permalink
Permalink
Permalink
Permalink
Permalink
Permalink
Permalink
