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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
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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 : Evaporation reduction hydraulic model investigation Type de document : texte imprimé Auteurs : Isler, W. Mention d'édition : Water Planning for Israel LTD Editeur : Water Planning for Israel LTD Année de publication : [s.d.] ISBN/ISSN/EAN : CI-08181 Note générale : This report presents a short survey of the present state of the art a rather detailed account of the hydrodynamical factors, and details regarding investigations in a hydraulic wind-wave model. These investigations have a two-fold purpose : a) clarifying the effect of hydrodynamic action on the covers/ b) offering active controlled assistance in the development of stable covers. Langues : Anglais (eng) Mots-clés : Evaporation Climatologie Météorologie Modèle hydraulique Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : This report presents a short survey of the present state of the art a rather detailed account of the hydrodynamical factors, and details regarding investigations in a hydraulic wind-wave model. These investigations have a two-fold purpose : a) clarifying the effect of hydrodynamic action on the covers/ b) offering active controlled assistance in the development of stable covers. Note de contenu : This report presents a short survey of the present state of the art a rather detailed account of the hydrodynamical factors, and details regarding investigations in a hydraulic wind-wave model. These investigations have a two-fold purpose : a) clarifying the effect of hydrodynamic action on the covers/ b) offering active controlled assistance in the development of stable covers. Evaporation reduction hydraulic model investigation [texte imprimé] / Isler, W. . - Water Planning for Israel LTD . - Water Planning for Israel LTD, [s.d.].
ISSN : CI-08181
This report presents a short survey of the present state of the art a rather detailed account of the hydrodynamical factors, and details regarding investigations in a hydraulic wind-wave model. These investigations have a two-fold purpose : a) clarifying the effect of hydrodynamic action on the covers/ b) offering active controlled assistance in the development of stable covers.
Langues : Anglais (eng)
Mots-clés : Evaporation Climatologie Météorologie Modèle hydraulique Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : This report presents a short survey of the present state of the art a rather detailed account of the hydrodynamical factors, and details regarding investigations in a hydraulic wind-wave model. These investigations have a two-fold purpose : a) clarifying the effect of hydrodynamic action on the covers/ b) offering active controlled assistance in the development of stable covers. Note de contenu : This report presents a short survey of the present state of the art a rather detailed account of the hydrodynamical factors, and details regarding investigations in a hydraulic wind-wave model. These investigations have a two-fold purpose : a) clarifying the effect of hydrodynamic action on the covers/ b) offering active controlled assistance in the development of stable covers. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B181.199505 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199506 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199504 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199503 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199502 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199500 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199501 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B181.199499 CI-08181 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Hydraulic design and application of labyrinth spillways Type de document : texte imprimé Auteurs : Linchliff, D. ; Houston, K.L. Mention d'édition : Concrete Dams Branch Editeur : Concrete Dams Branch Année de publication : 1984 ISBN/ISSN/EAN : ET HG(13) Langues : Anglais (eng) Mots-clés : DEVERSOIR CONSTRUCTION CANAL EAU SOUTERRAINE RESERVOIR HYDROLOGIE MODELE HYDRAULIQUE Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Hydraulic design and application of labyrinth spillways [texte imprimé] / Linchliff, D. ; Houston, K.L. . - Concrete Dams Branch . - Concrete Dams Branch, 1984.
ISSN : ET HG(13)
Langues : Anglais (eng)
Mots-clés : DEVERSOIR CONSTRUCTION CANAL EAU SOUTERRAINE RESERVOIR HYDROLOGIE MODELE HYDRAULIQUE Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Réservation
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Code-barres Cote Support Localisation Section Disponibilité ET99B383.80474 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible ET99B383.80473 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible ET99B383.80472 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible ET99B383.80471 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible ET99B383.80470 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible ET99B383.80469 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible 2°0001373 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible ET99B383.80468 ET HG(13) Monographie Bibliothèque CDI-Kamboinsé Fond documentaire Disponible
Titre : Hydraulic model studies - Aeration of the submerged jet - Flow gates at seminoe dam Type de document : texte imprimé Auteurs : Frizell, K. W. Mention d'édition : U.S. Departement of the interior Editeur : U.S. Departement of the Interior Année de publication : 1990 ISBN/ISSN/EAN : CI-06871 Note générale : A study was performed to evaluate placement of an aeration vent on a submerged jet. Flow gate at seminoe dam. Size restrictions on the discharge tube downs tream from the gate suggested aeration as a means to project the downstream areas from cavitation damage. Four air vent location were tested. The vent on the top centerline of the discharge tube just downstream of the gate frame performed the best. Ratios of Qo/Qw greater than 10 percent were measured throught the entire range of gate openings. A minimum vent size of 16 inches in diameter is needed to keep air velocities through the vent below 200 p+/S. Langues : Anglais (eng) Mots-clés : Hydraulique Equipement Aeration Modèle hydraulique Submergence Cavitation Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : A study was performed to evaluate placement of an aeration vent on a submerged jet. Flow gate at seminoe dam. Size restrictions on the discharge tube downs tream from the gate suggested aeration as a means to project the downstream areas from cavitation damage. Four air vent location were tested. The vent on the top centerline of the discharge tube just downstream of the gate frame performed the best. Ratios of Qo/Qw greater than 10 percent were measured throught the entire range of gate openings. A minimum vent size of 16 inches in diameter is needed to keep air velocities through the vent below 200 p+/S. Note de contenu : A study was performed to evaluate placement of an aeration vent on a submerged jet. Flow gate at seminoe dam. Size restrictions on the discharge tube downs tream from the gate suggested aeration as a means to project the downstream areas from cavitation damage. Four air vent location were tested. The vent on the top centerline of the discharge tube just downstream of the gate frame performed the best. Ratios of Qo/Qw greater than 10 percent were measured throught the entire range of gate openings. A minimum vent size of 16 inches in diameter is needed to keep air velocities through the vent below 200 p+/S. Hydraulic model studies - Aeration of the submerged jet - Flow gates at seminoe dam [texte imprimé] / Frizell, K. W. . - U.S. Departement of the interior . - U.S. Departement of the Interior, 1990.
ISSN : CI-06871
A study was performed to evaluate placement of an aeration vent on a submerged jet. Flow gate at seminoe dam. Size restrictions on the discharge tube downs tream from the gate suggested aeration as a means to project the downstream areas from cavitation damage. Four air vent location were tested. The vent on the top centerline of the discharge tube just downstream of the gate frame performed the best. Ratios of Qo/Qw greater than 10 percent were measured throught the entire range of gate openings. A minimum vent size of 16 inches in diameter is needed to keep air velocities through the vent below 200 p+/S.
Langues : Anglais (eng)
Mots-clés : Hydraulique Equipement Aeration Modèle hydraulique Submergence Cavitation Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : A study was performed to evaluate placement of an aeration vent on a submerged jet. Flow gate at seminoe dam. Size restrictions on the discharge tube downs tream from the gate suggested aeration as a means to project the downstream areas from cavitation damage. Four air vent location were tested. The vent on the top centerline of the discharge tube just downstream of the gate frame performed the best. Ratios of Qo/Qw greater than 10 percent were measured throught the entire range of gate openings. A minimum vent size of 16 inches in diameter is needed to keep air velocities through the vent below 200 p+/S. Note de contenu : A study was performed to evaluate placement of an aeration vent on a submerged jet. Flow gate at seminoe dam. Size restrictions on the discharge tube downs tream from the gate suggested aeration as a means to project the downstream areas from cavitation damage. Four air vent location were tested. The vent on the top centerline of the discharge tube just downstream of the gate frame performed the best. Ratios of Qo/Qw greater than 10 percent were measured throught the entire range of gate openings. A minimum vent size of 16 inches in diameter is needed to keep air velocities through the vent below 200 p+/S. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B871.49040 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49039 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49038 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49037 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49036 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49035 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49034 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B871.49033 CI-06871 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : research report - A water resources technical publication, 13 Titre : Removal of saline water from aquifers Type de document : texte imprimé Auteurs : Carlson, E.J. Mention d'édition : Unite State Departement of the interior Editeur : Unite State Departement of the interior Année de publication : 1968 ISBN/ISSN/EAN : CI-08638 Note générale : Aquifer swetening is studied in the laboratory using a rectangular, glass - Walled, sand - fielled tank. Two types of aquifer are studies (1) a 1:40 scale/ two - part aquifer (coarse and fine sand) representing a vertical cross section through and idéalizeportion of an irrieated valley, and (2)a fine sand, sigle part aquifer used to evaluate a formula derived from the ghyben - Herzberg principle for computing depth to a saline - fresh water interface . Salt water is flushed from the aquifer into subsurface drains by applying fresh water to the surface . Tests results for both aquifer types showed that tile drains placed near the ground surface will not intercept and discharge surface applied fresh water if all or part of the aquifer contains salt water... Langues : Anglais (eng) Mots-clés : Eau salée Eau souterraine Drainage Débit fluvial Ressource en eau Hydrogéologie Modèle hydraulique Aquifère Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : Aquifer swetening is studied in the laboratory using a rectangular, glass - Walled, sand - fielled tank. Two types of aquifer are studies (1) a 1:40 scale/ two - part aquifer (coarse and fine sand) representing a vertical cross section through and idéalizeportion of an irrieated valley, and (2)a fine sand, sigle part aquifer used to evaluate a formula derived from the ghyben - Herzberg principle for computing depth to a saline - fresh water interface . Salt water is flushed from the aquifer into subsurface drains by applying fresh water to the surface . Tests results for both aquifer types showed that tile drains placed near the ground surface will not intercept and discharge surface applied fresh water if all or part of the aquifer contains salt water... Note de contenu : Aquifer swetening is studied in the laboratory using a rectangular, glass - Walled, sand - fielled tank. Two types of aquifer are studies (1) a 1:40 scale/ two - part aquifer (coarse and fine sand) representing a vertical cross section through and idéalizeportion of an irrieated valley, and (2)a fine sand, sigle part aquifer used to evaluate a formula derived from the ghyben - Herzberg principle for computing depth to a saline - fresh water interface . Salt water is flushed from the aquifer into subsurface drains by applying fresh water to the surface . Tests results for both aquifer types showed that tile drains placed near the ground surface will not intercept and discharge surface applied fresh water if all or part of the aquifer contains salt water... research report - A water resources technical publication, 13. Removal of saline water from aquifers [texte imprimé] / Carlson, E.J. . - Unite State Departement of the interior . - Unite State Departement of the interior, 1968.
ISSN : CI-08638
Aquifer swetening is studied in the laboratory using a rectangular, glass - Walled, sand - fielled tank. Two types of aquifer are studies (1) a 1:40 scale/ two - part aquifer (coarse and fine sand) representing a vertical cross section through and idéalizeportion of an irrieated valley, and (2)a fine sand, sigle part aquifer used to evaluate a formula derived from the ghyben - Herzberg principle for computing depth to a saline - fresh water interface . Salt water is flushed from the aquifer into subsurface drains by applying fresh water to the surface . Tests results for both aquifer types showed that tile drains placed near the ground surface will not intercept and discharge surface applied fresh water if all or part of the aquifer contains salt water...
Langues : Anglais (eng)
Mots-clés : Eau salée Eau souterraine Drainage Débit fluvial Ressource en eau Hydrogéologie Modèle hydraulique Aquifère Index. décimale : 621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique Résumé : Aquifer swetening is studied in the laboratory using a rectangular, glass - Walled, sand - fielled tank. Two types of aquifer are studies (1) a 1:40 scale/ two - part aquifer (coarse and fine sand) representing a vertical cross section through and idéalizeportion of an irrieated valley, and (2)a fine sand, sigle part aquifer used to evaluate a formula derived from the ghyben - Herzberg principle for computing depth to a saline - fresh water interface . Salt water is flushed from the aquifer into subsurface drains by applying fresh water to the surface . Tests results for both aquifer types showed that tile drains placed near the ground surface will not intercept and discharge surface applied fresh water if all or part of the aquifer contains salt water... Note de contenu : Aquifer swetening is studied in the laboratory using a rectangular, glass - Walled, sand - fielled tank. Two types of aquifer are studies (1) a 1:40 scale/ two - part aquifer (coarse and fine sand) representing a vertical cross section through and idéalizeportion of an irrieated valley, and (2)a fine sand, sigle part aquifer used to evaluate a formula derived from the ghyben - Herzberg principle for computing depth to a saline - fresh water interface . Salt water is flushed from the aquifer into subsurface drains by applying fresh water to the surface . Tests results for both aquifer types showed that tile drains placed near the ground surface will not intercept and discharge surface applied fresh water if all or part of the aquifer contains salt water... Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B638.163490 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163489 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163488 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163487 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163486 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163485 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163484 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B638.163483 CI-08638 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
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