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Faire une suggestion Affiner la rechercheJournal of hydrology, 10. Un exemple d'étude d'hydrologie isotopique en pays semi-aride, le bassin du Lac Tchad / Faure, H.
Titre de série : Journal of hydrology, 10 Titre : Un exemple d'étude d'hydrologie isotopique en pays semi-aride, le bassin du Lac Tchad Type de document : texte imprimé Auteurs : Faure, H. ; Fontes, J. C. ; Gischler, C. E. Année de publication : 1970 ISBN/ISSN/EAN : CI-03248 Note générale : "Depuis le début du siècle, le bassin du lac Tchad a fait l'objet de multiples travaux dans le domaine de l'hydrologie. La quantité de résultats disponibles et le fait qu'ils étaient parfois répartis sur les 4 pays riverains du Lac Tchad a incité les services intéressés de l'UNESCO à mettre en oeuvre en collaboration avec la ""Commission du Bassin Tchadien"", regroupant les 4 pays riverains, une ""synthèse hydrologique du bassin géographique du Lac Tchad." Langues : Français (fre) Langues originales : Anglais (eng) Mots-clés : Bassin versant Pluie Eau souterraine Eau de surface Hydrogéologie Isotope Réseau de surface Index. décimale : 551.48 Hydrologie : Résumé : "Depuis le début du siècle, le bassin du lac Tchad a fait l'objet de multiples travaux dans le domaine de l'hydrologie. La quantité de résultats disponibles et le fait qu'ils étaient parfois répartis sur les 4 pays riverains du Lac Tchad a incité les services intéressés de l'UNESCO à mettre en oeuvre en collaboration avec la ""Commission du Bassin Tchadien"", regroupant les 4 pays riverains, une ""synthèse hydrologique du bassin géographique du Lac Tchad." Note de contenu : "Depuis le début du siècle, le bassin du lac Tchad a fait l'objet de multiples travaux dans le domaine de l'hydrologie. La quantité de résultats disponibles et le fait qu'ils étaient parfois répartis sur les 4 pays riverains du Lac Tchad a incité les services intéressés de l'UNESCO à mettre en oeuvre en collaboration avec la ""Commission du Bassin Tchadien"", regroupant les 4 pays riverains, une ""synthèse hydrologique du bassin géographique du Lac Tchad." Journal of hydrology, 10. Un exemple d'étude d'hydrologie isotopique en pays semi-aride, le bassin du Lac Tchad [texte imprimé] / Faure, H. ; Fontes, J. C. ; Gischler, C. E. . - 1970.
ISSN : CI-03248
"Depuis le début du siècle, le bassin du lac Tchad a fait l'objet de multiples travaux dans le domaine de l'hydrologie. La quantité de résultats disponibles et le fait qu'ils étaient parfois répartis sur les 4 pays riverains du Lac Tchad a incité les services intéressés de l'UNESCO à mettre en oeuvre en collaboration avec la ""Commission du Bassin Tchadien"", regroupant les 4 pays riverains, une ""synthèse hydrologique du bassin géographique du Lac Tchad."
Langues : Français (fre) Langues originales : Anglais (eng)
Mots-clés : Bassin versant Pluie Eau souterraine Eau de surface Hydrogéologie Isotope Réseau de surface Index. décimale : 551.48 Hydrologie : Résumé : "Depuis le début du siècle, le bassin du lac Tchad a fait l'objet de multiples travaux dans le domaine de l'hydrologie. La quantité de résultats disponibles et le fait qu'ils étaient parfois répartis sur les 4 pays riverains du Lac Tchad a incité les services intéressés de l'UNESCO à mettre en oeuvre en collaboration avec la ""Commission du Bassin Tchadien"", regroupant les 4 pays riverains, une ""synthèse hydrologique du bassin géographique du Lac Tchad." Note de contenu : "Depuis le début du siècle, le bassin du lac Tchad a fait l'objet de multiples travaux dans le domaine de l'hydrologie. La quantité de résultats disponibles et le fait qu'ils étaient parfois répartis sur les 4 pays riverains du Lac Tchad a incité les services intéressés de l'UNESCO à mettre en oeuvre en collaboration avec la ""Commission du Bassin Tchadien"", regroupant les 4 pays riverains, une ""synthèse hydrologique du bassin géographique du Lac Tchad." Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B248.155298 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155297 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155296 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155295 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155294 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155293 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155292 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B248.155291 CI-03248 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Journal of hydrology, 102 Titre : Hydrological persistance characteristics of floods and drought - Interregional comparisons Type de document : texte imprimé Auteurs : Takeuchi, K. Année de publication : 1988 ISBN/ISSN/EAN : CI-08021 Note générale : Flood and drought duration curves (FDC and DDC) are defined and some sample curve of precipitation and stream flow series are plotted on logarithmic papers. FDC an DDC represent persistence characteristics of hydrological time series when they assume high and low values respectively. They contain information that has direct implications on water resources management both for flood control and for water use. Daily and monthly precipitation and streamflow data were collected at six stations in Japan and twelve stations in various parts of the world... Langues : Anglais (eng) Mots-clés : Hydrologie Inondation Sécheresse Ruissellement Climatologie Géographie PRECIPITATIONS Index. décimale : 551.48 Hydrologie : Résumé : Flood and drought duration curves (FDC and DDC) are defined and some sample curve of precipitation and stream flow series are plotted on logarithmic papers. FDC an DDC represent persistence characteristics of hydrological time series when they assume high and low values respectively. They contain information that has direct implications on water resources management both for flood control and for water use. Daily and monthly precipitation and streamflow data were collected at six stations in Japan and twelve stations in various parts of the world... Note de contenu : Flood and drought duration curves (FDC and DDC) are defined and some sample curve of precipitation and stream flow series are plotted on logarithmic papers. FDC an DDC represent persistence characteristics of hydrological time series when they assume high and low values respectively. They contain information that has direct implications on water resources management both for flood control and for water use. Daily and monthly precipitation and streamflow data were collected at six stations in Japan and twelve stations in various parts of the world... Journal of hydrology, 102. Hydrological persistance characteristics of floods and drought - Interregional comparisons [texte imprimé] / Takeuchi, K. . - 1988.
ISSN : CI-08021
Flood and drought duration curves (FDC and DDC) are defined and some sample curve of precipitation and stream flow series are plotted on logarithmic papers. FDC an DDC represent persistence characteristics of hydrological time series when they assume high and low values respectively. They contain information that has direct implications on water resources management both for flood control and for water use. Daily and monthly precipitation and streamflow data were collected at six stations in Japan and twelve stations in various parts of the world...
Langues : Anglais (eng)
Mots-clés : Hydrologie Inondation Sécheresse Ruissellement Climatologie Géographie PRECIPITATIONS Index. décimale : 551.48 Hydrologie : Résumé : Flood and drought duration curves (FDC and DDC) are defined and some sample curve of precipitation and stream flow series are plotted on logarithmic papers. FDC an DDC represent persistence characteristics of hydrological time series when they assume high and low values respectively. They contain information that has direct implications on water resources management both for flood control and for water use. Daily and monthly precipitation and streamflow data were collected at six stations in Japan and twelve stations in various parts of the world... Note de contenu : Flood and drought duration curves (FDC and DDC) are defined and some sample curve of precipitation and stream flow series are plotted on logarithmic papers. FDC an DDC represent persistence characteristics of hydrological time series when they assume high and low values respectively. They contain information that has direct implications on water resources management both for flood control and for water use. Daily and monthly precipitation and streamflow data were collected at six stations in Japan and twelve stations in various parts of the world... Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B021.62744 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62743 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62742 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62741 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62740 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62739 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62738 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B021.62737 CI-08021 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Journal of hydrology, 68 Titre : Rural water supply and sanitation planning : the use of socio-economic preconditions in project identification Type de document : texte imprimé Auteurs : Warner, B. D. Mention d'édition : Elsevier science publishers B.V. Editeur : Elsevier science publishers B.V. Année de publication : 1984 ISBN/ISSN/EAN : CI-06275 Note générale : Recognition of the socio-economic preconditions for successful rural water-supply and sanitation projects in developing countries is the Key to identifying a new projet. Preconditions are the social, economic and technical characteristics defining the project environment. There are two basic types of preconditions : those existing at the time of the initial investigation and those induced by subsequent project activities. Successful project identification is dependent upon an accurate recognition of existing constraints and a carefully tailored package of complementary investments intented to overcome the constraints. This paper discusses the socio-economic aspects of preconditions in the context of a five -step procedure for projetct identifications. Langues : Anglais (eng) Mots-clés : Alimentation en eau Drainage Zone rurale Socio-économique Projet d'identification Processus de développement Index. décimale : 644.6 Alimentation en eau Résumé : Recognition of the socio-economic preconditions for successful rural water-supply and sanitation projects in developing countries is the Key to identifying a new projet. Preconditions are the social, economic and technical characteristics defining the project environment. There are two basic types of preconditions : those existing at the time of the initial investigation and those induced by subsequent project activities. Successful project identification is dependent upon an accurate recognition of existing constraints and a carefully tailored package of complementary investments intented to overcome the constraints. This paper discusses the socio-economic aspects of preconditions in the context of a five -step procedure for projetct identifications. Note de contenu : Recognition of the socio-economic preconditions for successful rural water-supply and sanitation projects in developing countries is the Key to identifying a new projet. Preconditions are the social, economic and technical characteristics defining the project environment. There are two basic types of preconditions : those existing at the time of the initial investigation and those induced by subsequent project activities. Successful project identification is dependent upon an accurate recognition of existing constraints and a carefully tailored package of complementary investments intented to overcome the constraints. This paper discusses the socio-economic aspects of preconditions in the context of a five -step procedure for projetct identifications. Journal of hydrology, 68. Rural water supply and sanitation planning : the use of socio-economic preconditions in project identification [texte imprimé] / Warner, B. D. . - Elsevier science publishers B.V. . - Elsevier science publishers B.V., 1984.
ISSN : CI-06275
Recognition of the socio-economic preconditions for successful rural water-supply and sanitation projects in developing countries is the Key to identifying a new projet. Preconditions are the social, economic and technical characteristics defining the project environment. There are two basic types of preconditions : those existing at the time of the initial investigation and those induced by subsequent project activities. Successful project identification is dependent upon an accurate recognition of existing constraints and a carefully tailored package of complementary investments intented to overcome the constraints. This paper discusses the socio-economic aspects of preconditions in the context of a five -step procedure for projetct identifications.
Langues : Anglais (eng)
Mots-clés : Alimentation en eau Drainage Zone rurale Socio-économique Projet d'identification Processus de développement Index. décimale : 644.6 Alimentation en eau Résumé : Recognition of the socio-economic preconditions for successful rural water-supply and sanitation projects in developing countries is the Key to identifying a new projet. Preconditions are the social, economic and technical characteristics defining the project environment. There are two basic types of preconditions : those existing at the time of the initial investigation and those induced by subsequent project activities. Successful project identification is dependent upon an accurate recognition of existing constraints and a carefully tailored package of complementary investments intented to overcome the constraints. This paper discusses the socio-economic aspects of preconditions in the context of a five -step procedure for projetct identifications. Note de contenu : Recognition of the socio-economic preconditions for successful rural water-supply and sanitation projects in developing countries is the Key to identifying a new projet. Preconditions are the social, economic and technical characteristics defining the project environment. There are two basic types of preconditions : those existing at the time of the initial investigation and those induced by subsequent project activities. Successful project identification is dependent upon an accurate recognition of existing constraints and a carefully tailored package of complementary investments intented to overcome the constraints. This paper discusses the socio-economic aspects of preconditions in the context of a five -step procedure for projetct identifications. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B275.81658 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81657 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81656 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81655 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81654 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81653 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81652 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B275.81651 CI-06275 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Journal of hydrology, 71 Titre : A groundwater model for simulating the rise of water table under irrigated conditions Type de document : texte imprimé Auteurs : Singh, R. ; Sondhi, S. K. ; Singh, J. Mention d'édition : Elsevier sciences publishers B.V. Editeur : Elsevier sciences publishers B.V. Année de publication : 1984 ISBN/ISSN/EAN : CI-06267 Note générale : A groundwater simulation model is used to predict the dynamic behaviour of the water table in response to groundwater pumpage and net recharge in a part of the lower Ghaggar basinn Hayana, India. The pumped water is proposed to be used together with canal water for irrigation of crops and for drinking water demands considering the quality constraints. Langues : Anglais (eng) Mots-clés : Eau souterraine Irrigation Gestion de l'eau Donnée hydrogéologique Mouvement d'eau souterraine Regime de l'eau Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : A groundwater simulation model is used to predict the dynamic behaviour of the water table in response to groundwater pumpage and net recharge in a part of the lower Ghaggar basinn Hayana, India. The pumped water is proposed to be used together with canal water for irrigation of crops and for drinking water demands considering the quality constraints. Note de contenu : A groundwater simulation model is used to predict the dynamic behaviour of the water table in response to groundwater pumpage and net recharge in a part of the lower Ghaggar basinn Hayana, India. The pumped water is proposed to be used together with canal water for irrigation of crops and for drinking water demands considering the quality constraints. Journal of hydrology, 71. A groundwater model for simulating the rise of water table under irrigated conditions [texte imprimé] / Singh, R. ; Sondhi, S. K. ; Singh, J. . - Elsevier sciences publishers B.V. . - Elsevier sciences publishers B.V., 1984.
ISSN : CI-06267
A groundwater simulation model is used to predict the dynamic behaviour of the water table in response to groundwater pumpage and net recharge in a part of the lower Ghaggar basinn Hayana, India. The pumped water is proposed to be used together with canal water for irrigation of crops and for drinking water demands considering the quality constraints.
Langues : Anglais (eng)
Mots-clés : Eau souterraine Irrigation Gestion de l'eau Donnée hydrogéologique Mouvement d'eau souterraine Regime de l'eau Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : A groundwater simulation model is used to predict the dynamic behaviour of the water table in response to groundwater pumpage and net recharge in a part of the lower Ghaggar basinn Hayana, India. The pumped water is proposed to be used together with canal water for irrigation of crops and for drinking water demands considering the quality constraints. Note de contenu : A groundwater simulation model is used to predict the dynamic behaviour of the water table in response to groundwater pumpage and net recharge in a part of the lower Ghaggar basinn Hayana, India. The pumped water is proposed to be used together with canal water for irrigation of crops and for drinking water demands considering the quality constraints. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B267.81634 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81633 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81632 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81631 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81630 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81629 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81627 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B267.81628 CI-06267 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Journal of hydrology Titre : An elctronix analog for unsatured flow and accumulation of moisture in soils Type de document : texte imprimé Auteurs : Wind, G. P.Mazee, A. N. Année de publication : 1979 ISBN/ISSN/EAN : CI-10166 Note générale : An electronic anlog model of the unsaturated zone has been developed, based on the similarity between the integrated flow equation (5) and ohm's law. The main difference between equations is compensated for by amplifiers. The model simulates one day in 125. There are ten normal layers, each with adjustable magnitude. Moreover, there is a adjustable drain intensity. The normal layers contain an adjustable resistor fot the connection with another layer and a function generator for the () relation. There are transition layer which have to be placed at the boundary between two lagers of different soil properties. Some examples of applicability of the model and short technical description are presented. Langues : Anglais (eng) Mots-clés : Hydrologie Pluviométrie Drainage Sol Modèle mathématique Simulation Evaporation Infiltration Humidité Index. décimale : 551.48 Hydrologie : Résumé : An electronic anlog model of the unsaturated zone has been developed, based on the similarity between the integrated flow equation (5) and ohm's law. The main difference between equations is compensated for by amplifiers. The model simulates one day in 125. There are ten normal layers, each with adjustable magnitude. Moreover, there is a adjustable drain intensity. The normal layers contain an adjustable resistor fot the connection with another layer and a function generator for the () relation. There are transition layer which have to be placed at the boundary between two lagers of different soil properties. Some examples of applicability of the model and short technical description are presented. Note de contenu : An electronic anlog model of the unsaturated zone has been developed, based on the similarity between the integrated flow equation (5) and ohm's law. The main difference between equations is compensated for by amplifiers. The model simulates one day in 125. There are ten normal layers, each with adjustable magnitude. Moreover, there is a adjustable drain intensity. The normal layers contain an adjustable resistor fot the connection with another layer and a function generator for the () relation. There are transition layer which have to be placed at the boundary between two lagers of different soil properties. Some examples of applicability of the model and short technical description are presented. Journal of hydrology. An elctronix analog for unsatured flow and accumulation of moisture in soils [texte imprimé] / Wind, G. P.Mazee, A. N. . - 1979.
ISSN : CI-10166
An electronic anlog model of the unsaturated zone has been developed, based on the similarity between the integrated flow equation (5) and ohm's law. The main difference between equations is compensated for by amplifiers. The model simulates one day in 125. There are ten normal layers, each with adjustable magnitude. Moreover, there is a adjustable drain intensity. The normal layers contain an adjustable resistor fot the connection with another layer and a function generator for the () relation. There are transition layer which have to be placed at the boundary between two lagers of different soil properties. Some examples of applicability of the model and short technical description are presented.
Langues : Anglais (eng)
Mots-clés : Hydrologie Pluviométrie Drainage Sol Modèle mathématique Simulation Evaporation Infiltration Humidité Index. décimale : 551.48 Hydrologie : Résumé : An electronic anlog model of the unsaturated zone has been developed, based on the similarity between the integrated flow equation (5) and ohm's law. The main difference between equations is compensated for by amplifiers. The model simulates one day in 125. There are ten normal layers, each with adjustable magnitude. Moreover, there is a adjustable drain intensity. The normal layers contain an adjustable resistor fot the connection with another layer and a function generator for the () relation. There are transition layer which have to be placed at the boundary between two lagers of different soil properties. Some examples of applicability of the model and short technical description are presented. Note de contenu : An electronic anlog model of the unsaturated zone has been developed, based on the similarity between the integrated flow equation (5) and ohm's law. The main difference between equations is compensated for by amplifiers. The model simulates one day in 125. There are ten normal layers, each with adjustable magnitude. Moreover, there is a adjustable drain intensity. The normal layers contain an adjustable resistor fot the connection with another layer and a function generator for the () relation. There are transition layer which have to be placed at the boundary between two lagers of different soil properties. Some examples of applicability of the model and short technical description are presented. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI04B166.106699 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106700 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106701 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106702 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106703 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106704 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106705 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible CI04B166.106706 CI-10166 Périodique Bibliothèque CDI-Ouaga Fond documentaire Disponible
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