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Faire une suggestion Affiner la rechercheACER Technical Memorandum, 2. Freeboard criteria and Guidelines for Computing freeboard allowances for storage dams
Titre de série : ACER Technical Memorandum, 2 Titre : Freeboard criteria and Guidelines for Computing freeboard allowances for storage dams Type de document : texte imprimé Mention d'édition : United States Government Printing Office Editeur : United States Government Printing Office Année de publication : 1992 ISBN/ISSN/EAN : CI-09329 Note générale : Specification of freeboard is critical in protecting downstream areas against possible hazards resueting from overtopping of a dam. The objective of objective of freeboard is to provide defense against overtopping due to high reservoir inflows, craind setup and wave run up, landslides and seismic activity, unanticipated settlement of the embankment, malfunction of water release structures, uncertainties in the operation and maintenance of the dam and appurtenant structures and hydrologic uncertainties... Langues : Anglais (eng) Mots-clés : Inondation Barrage Stockage Aménagement hydraulique Index. décimale : 627.8 Barrages Résumé : Specification of freeboard is critical in protecting downstream areas against possible hazards resueting from overtopping of a dam. The objective of objective of freeboard is to provide defense against overtopping due to high reservoir inflows, craind setup and wave run up, landslides and seismic activity, unanticipated settlement of the embankment, malfunction of water release structures, uncertainties in the operation and maintenance of the dam and appurtenant structures and hydrologic uncertainties... Note de contenu : Specification of freeboard is critical in protecting downstream areas against possible hazards resueting from overtopping of a dam. The objective of objective of freeboard is to provide defense against overtopping due to high reservoir inflows, craind setup and wave run up, landslides and seismic activity, unanticipated settlement of the embankment, malfunction of water release structures, uncertainties in the operation and maintenance of the dam and appurtenant structures and hydrologic uncertainties... ACER Technical Memorandum, 2. Freeboard criteria and Guidelines for Computing freeboard allowances for storage dams [texte imprimé] . - United States Government Printing Office . - United States Government Printing Office, 1992.
ISSN : CI-09329
Specification of freeboard is critical in protecting downstream areas against possible hazards resueting from overtopping of a dam. The objective of objective of freeboard is to provide defense against overtopping due to high reservoir inflows, craind setup and wave run up, landslides and seismic activity, unanticipated settlement of the embankment, malfunction of water release structures, uncertainties in the operation and maintenance of the dam and appurtenant structures and hydrologic uncertainties...
Langues : Anglais (eng)
Mots-clés : Inondation Barrage Stockage Aménagement hydraulique Index. décimale : 627.8 Barrages Résumé : Specification of freeboard is critical in protecting downstream areas against possible hazards resueting from overtopping of a dam. The objective of objective of freeboard is to provide defense against overtopping due to high reservoir inflows, craind setup and wave run up, landslides and seismic activity, unanticipated settlement of the embankment, malfunction of water release structures, uncertainties in the operation and maintenance of the dam and appurtenant structures and hydrologic uncertainties... Note de contenu : Specification of freeboard is critical in protecting downstream areas against possible hazards resueting from overtopping of a dam. The objective of objective of freeboard is to provide defense against overtopping due to high reservoir inflows, craind setup and wave run up, landslides and seismic activity, unanticipated settlement of the embankment, malfunction of water release structures, uncertainties in the operation and maintenance of the dam and appurtenant structures and hydrologic uncertainties... Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B329.36985 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36986 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36987 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36988 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36989 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36990 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36991 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B329.36992 CI-09329 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Applications of Hydraulics, 3 Titre : Use of flumes in measuring discharge Type de document : texte imprimé Auteurs : Kilpatrick, F. A. ; Chneider, V. R. Mention d'édition : United States Government printing office Editeur : United States Government Printing Office Année de publication : 1983 ISBN/ISSN/EAN : CI-07833 Note générale : This manual flume ofr measuring discharge are usually of two general group critical.Flow flumes and super critical. In the chapter, the underluing designprinciples for each group are discussed the most commonly used flumes are described and their discharge ratings presented . Langues : Français (fre) Mots-clés : Ressource en eau PRECIPITATIONS Index. décimale : 551.57 Hydrométéorologie : brouillard, nuages, précipitations Résumé : This manual flume ofr measuring discharge are usually of two general group critical.Flow flumes and super critical. In the chapter, the underluing designprinciples for each group are discussed the most commonly used flumes are described and their discharge ratings presented . Note de contenu : This manual flume ofr measuring discharge are usually of two general group critical.Flow flumes and super critical. In the chapter, the underluing designprinciples for each group are discussed the most commonly used flumes are described and their discharge ratings presented . Applications of Hydraulics, 3. Use of flumes in measuring discharge [texte imprimé] / Kilpatrick, F. A. ; Chneider, V. R. . - United States Government printing office . - United States Government Printing Office, 1983.
ISSN : CI-07833
This manual flume ofr measuring discharge are usually of two general group critical.Flow flumes and super critical. In the chapter, the underluing designprinciples for each group are discussed the most commonly used flumes are described and their discharge ratings presented .
Langues : Français (fre)
Mots-clés : Ressource en eau PRECIPITATIONS Index. décimale : 551.57 Hydrométéorologie : brouillard, nuages, précipitations Résumé : This manual flume ofr measuring discharge are usually of two general group critical.Flow flumes and super critical. In the chapter, the underluing designprinciples for each group are discussed the most commonly used flumes are described and their discharge ratings presented . Note de contenu : This manual flume ofr measuring discharge are usually of two general group critical.Flow flumes and super critical. In the chapter, the underluing designprinciples for each group are discussed the most commonly used flumes are described and their discharge ratings presented . Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B833.86904 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86905 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86906 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86902 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86903 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86901 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86899 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B833.86900 CI-07833 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
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Code-barres Cote Support Localisation Section Disponibilité ER96C354.165017 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165018 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165016 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165014 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165015 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165013 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165011 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C354.165012 ER 0354 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Bureau of reclamtion engeneering monograph, 33 Titre : Hydraulic design of transitions for small canals Type de document : texte imprimé Auteurs : Simmons, W.P. Mention d'édition : United States Government Printing Office Editeur : United States Government Printing Office Année de publication : 1965 ISBN/ISSN/EAN : ER 0312 Langues : Anglais (eng) Mots-clés : CANAL D'IRRIGATION HYDRAULIQUE EPREUVE HYDRAULIQUE CHARGE HYDRAULIQUE NIVEAU D'EAU MESURE TRANSPORT DE L'EAU ECOULEMENT DE FLUIDE EN CONDUITE MECANIQUE DES FLUIDES CANALISATION INGENIERIE ECOULEMENT A SURFACE LIBRE Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Bureau of reclamtion engeneering monograph, 33. Hydraulic design of transitions for small canals [texte imprimé] / Simmons, W.P. . - United States Government Printing Office . - United States Government Printing Office, 1965.
ISSN : ER 0312
Langues : Anglais (eng)
Mots-clés : CANAL D'IRRIGATION HYDRAULIQUE EPREUVE HYDRAULIQUE CHARGE HYDRAULIQUE NIVEAU D'EAU MESURE TRANSPORT DE L'EAU ECOULEMENT DE FLUIDE EN CONDUITE MECANIQUE DES FLUIDES CANALISATION INGENIERIE ECOULEMENT A SURFACE LIBRE Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Réservation
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Code-barres Cote Support Localisation Section Disponibilité ER96C312.170729 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170730 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170725 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170726 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170727 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170728 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170723 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible ER96C312.170724 ER 0312 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Channel movement of meandering Indiana streams Type de document : texte imprimé Auteurs : Daniel, J. F. Mention d'édition : United States Government Printing Office Editeur : United States Government Printing Office Année de publication : 1971 ISBN/ISSN/EAN : CI-05156 Note générale : The process of channel movement in a meander system involves rotation and translation of meander loops and an increasing path length. The amount of path-lenght increase is directly proportion to the impule supplied by discharge and is inversel proportional to the silt-clay percentage of the material composing the channel perimeter. It is the thesis of this report that the process of channel movement in a system already in a state of meandering involves rotation and translation of the loops and an increasing. Langues : Anglais (eng) Mots-clés : Ruissellement Hydrologie Rivière Index. décimale : 551.48 Hydrologie : Résumé : The process of channel movement in a meander system involves rotation and translation of meander loops and an increasing path length. The amount of path-lenght increase is directly proportion to the impule supplied by discharge and is inversel proportional to the silt-clay percentage of the material composing the channel perimeter. It is the thesis of this report that the process of channel movement in a system already in a state of meandering involves rotation and translation of the loops and an increasing. Note de contenu : The process of channel movement in a meander system involves rotation and translation of meander loops and an increasing path length. The amount of path-lenght increase is directly proportion to the impule supplied by discharge and is inversel proportional to the silt-clay percentage of the material composing the channel perimeter. It is the thesis of this report that the process of channel movement in a system already in a state of meandering involves rotation and translation of the loops and an increasing. Channel movement of meandering Indiana streams [texte imprimé] / Daniel, J. F. . - United States Government Printing Office . - United States Government Printing Office, 1971.
ISSN : CI-05156
The process of channel movement in a meander system involves rotation and translation of meander loops and an increasing path length. The amount of path-lenght increase is directly proportion to the impule supplied by discharge and is inversel proportional to the silt-clay percentage of the material composing the channel perimeter. It is the thesis of this report that the process of channel movement in a system already in a state of meandering involves rotation and translation of the loops and an increasing.
Langues : Anglais (eng)
Mots-clés : Ruissellement Hydrologie Rivière Index. décimale : 551.48 Hydrologie : Résumé : The process of channel movement in a meander system involves rotation and translation of meander loops and an increasing path length. The amount of path-lenght increase is directly proportion to the impule supplied by discharge and is inversel proportional to the silt-clay percentage of the material composing the channel perimeter. It is the thesis of this report that the process of channel movement in a system already in a state of meandering involves rotation and translation of the loops and an increasing. Note de contenu : The process of channel movement in a meander system involves rotation and translation of meander loops and an increasing path length. The amount of path-lenght increase is directly proportion to the impule supplied by discharge and is inversel proportional to the silt-clay percentage of the material composing the channel perimeter. It is the thesis of this report that the process of channel movement in a system already in a state of meandering involves rotation and translation of the loops and an increasing. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B156.151130 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151129 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151128 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151127 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151126 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151125 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151124 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B156.151123 CI-05156 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible Permalink
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