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Auteur Axe, M. |
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Faire une suggestion Affiner la rechercheJournal of irrigation and drainage engineering, 2. 2 - D Infiltration equations for furrow irrigation / Fok, Yu-si
Titre de série : Journal of irrigation and drainage engineering, 2 Titre : 2 - D Infiltration equations for furrow irrigation Type de document : texte imprimé Auteurs : Fok, Yu-si ; Axe, M. ; Chiang, Shan-Hsin Mention d'édition : ASCE Editeur : ASCE Année de publication : 1984 ISBN/ISSN/EAN : CI-06264 Note générale : Two - dimensional (2-D) infiltration equations for furrow irrigation expressed in explicit algebraic forms are developed and based on four consecutive time intervals which were derived in a previous study (1). From another study an extension is made for 2-D infiltration (4). Since the geometric cross section of a furrow can have different forms, a simple rectangular cross section is used for illustration. Two - dimensional infiltration in a furrow is assumed to be a composite of 1-D and 2-D infiltration components. These components of infiltration are computed using developped 1-D and 2-D infiltration equations obtained from previous studies. Langues : Anglais (eng) Mots-clés : Infiltration Irrigation Equation d'infiltration Donnée de mesure Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Two - dimensional (2-D) infiltration equations for furrow irrigation expressed in explicit algebraic forms are developed and based on four consecutive time intervals which were derived in a previous study (1). From another study an extension is made for 2-D infiltration (4). Since the geometric cross section of a furrow can have different forms, a simple rectangular cross section is used for illustration. Two - dimensional infiltration in a furrow is assumed to be a composite of 1-D and 2-D infiltration components. These components of infiltration are computed using developped 1-D and 2-D infiltration equations obtained from previous studies. Note de contenu : Two - dimensional (2-D) infiltration equations for furrow irrigation expressed in explicit algebraic forms are developed and based on four consecutive time intervals which were derived in a previous study (1). From another study an extension is made for 2-D infiltration (4). Since the geometric cross section of a furrow can have different forms, a simple rectangular cross section is used for illustration. Two - dimensional infiltration in a furrow is assumed to be a composite of 1-D and 2-D infiltration components. These components of infiltration are computed using developped 1-D and 2-D infiltration equations obtained from previous studies. Journal of irrigation and drainage engineering, 2. 2 - D Infiltration equations for furrow irrigation [texte imprimé] / Fok, Yu-si ; Axe, M. ; Chiang, Shan-Hsin . - ASCE . - ASCE, 1984.
ISSN : CI-06264
Two - dimensional (2-D) infiltration equations for furrow irrigation expressed in explicit algebraic forms are developed and based on four consecutive time intervals which were derived in a previous study (1). From another study an extension is made for 2-D infiltration (4). Since the geometric cross section of a furrow can have different forms, a simple rectangular cross section is used for illustration. Two - dimensional infiltration in a furrow is assumed to be a composite of 1-D and 2-D infiltration components. These components of infiltration are computed using developped 1-D and 2-D infiltration equations obtained from previous studies.
Langues : Anglais (eng)
Mots-clés : Infiltration Irrigation Equation d'infiltration Donnée de mesure Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Two - dimensional (2-D) infiltration equations for furrow irrigation expressed in explicit algebraic forms are developed and based on four consecutive time intervals which were derived in a previous study (1). From another study an extension is made for 2-D infiltration (4). Since the geometric cross section of a furrow can have different forms, a simple rectangular cross section is used for illustration. Two - dimensional infiltration in a furrow is assumed to be a composite of 1-D and 2-D infiltration components. These components of infiltration are computed using developped 1-D and 2-D infiltration equations obtained from previous studies. Note de contenu : Two - dimensional (2-D) infiltration equations for furrow irrigation expressed in explicit algebraic forms are developed and based on four consecutive time intervals which were derived in a previous study (1). From another study an extension is made for 2-D infiltration (4). Since the geometric cross section of a furrow can have different forms, a simple rectangular cross section is used for illustration. Two - dimensional infiltration in a furrow is assumed to be a composite of 1-D and 2-D infiltration components. These components of infiltration are computed using developped 1-D and 2-D infiltration equations obtained from previous studies. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B264.81626 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81625 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81624 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81623 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81622 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81621 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81620 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B264.81619 CI-06264 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Journal of irrigation and drainage engineering, 2 Titre : Dimensionless runoff cuves for irrigation borders Type de document : texte imprimé Auteurs : Yitayew, M. ; Fangmeir, D. D. ; Axe, M. Mention d'édition : ASCE Editeur : ASCE Année de publication : 1984 ISBN/ISSN/EAN : CI-06263 Note générale : Nondimensional runoff cuves useful in the design of reuse systems are presented for free outflow irrigation borders. Pertinent open channel variables affecting runoff in border irrigation, including inflow rate, surface resistance, border slope, soil infiltration characteristics, application time, and length of border, were studied and their effects presented. Maximum advance distance/ which is of interest in designing border irrigation systems, is also given by the zero runoff cuves. A zero -inertia mathematical model was used to develop the nondimensional predictive graphical solution in terms of four reduced variables. Langues : Anglais (eng) Mots-clés : Irrigation Gestion de l'eau Modèle mathématique Infiltration Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Nondimensional runoff cuves useful in the design of reuse systems are presented for free outflow irrigation borders. Pertinent open channel variables affecting runoff in border irrigation, including inflow rate, surface resistance, border slope, soil infiltration characteristics, application time, and length of border, were studied and their effects presented. Maximum advance distance/ which is of interest in designing border irrigation systems, is also given by the zero runoff cuves. A zero -inertia mathematical model was used to develop the nondimensional predictive graphical solution in terms of four reduced variables. Note de contenu : Nondimensional runoff cuves useful in the design of reuse systems are presented for free outflow irrigation borders. Pertinent open channel variables affecting runoff in border irrigation, including inflow rate, surface resistance, border slope, soil infiltration characteristics, application time, and length of border, were studied and their effects presented. Maximum advance distance/ which is of interest in designing border irrigation systems, is also given by the zero runoff cuves. A zero -inertia mathematical model was used to develop the nondimensional predictive graphical solution in terms of four reduced variables. Journal of irrigation and drainage engineering, 2. Dimensionless runoff cuves for irrigation borders [texte imprimé] / Yitayew, M. ; Fangmeir, D. D. ; Axe, M. . - ASCE . - ASCE, 1984.
ISSN : CI-06263
Nondimensional runoff cuves useful in the design of reuse systems are presented for free outflow irrigation borders. Pertinent open channel variables affecting runoff in border irrigation, including inflow rate, surface resistance, border slope, soil infiltration characteristics, application time, and length of border, were studied and their effects presented. Maximum advance distance/ which is of interest in designing border irrigation systems, is also given by the zero runoff cuves. A zero -inertia mathematical model was used to develop the nondimensional predictive graphical solution in terms of four reduced variables.
Langues : Anglais (eng)
Mots-clés : Irrigation Gestion de l'eau Modèle mathématique Infiltration Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Nondimensional runoff cuves useful in the design of reuse systems are presented for free outflow irrigation borders. Pertinent open channel variables affecting runoff in border irrigation, including inflow rate, surface resistance, border slope, soil infiltration characteristics, application time, and length of border, were studied and their effects presented. Maximum advance distance/ which is of interest in designing border irrigation systems, is also given by the zero runoff cuves. A zero -inertia mathematical model was used to develop the nondimensional predictive graphical solution in terms of four reduced variables. Note de contenu : Nondimensional runoff cuves useful in the design of reuse systems are presented for free outflow irrigation borders. Pertinent open channel variables affecting runoff in border irrigation, including inflow rate, surface resistance, border slope, soil infiltration characteristics, application time, and length of border, were studied and their effects presented. Maximum advance distance/ which is of interest in designing border irrigation systems, is also given by the zero runoff cuves. A zero -inertia mathematical model was used to develop the nondimensional predictive graphical solution in terms of four reduced variables. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B263.81618 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81617 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81616 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81615 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81614 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81613 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81612 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B263.81611 CI-06263 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre de série : Journal of water resources planning and management, 4 Titre : Reservoir operation by linear and dynamic programming Type de document : texte imprimé Auteurs : Marino, M. A. ; Axe, M. ; Mohammadi, B. Mention d'édition : ASCE Editeur : ASCE Année de publication : 1983 ISBN/ISSN/EAN : CI-06266 Note générale : The operation of reservoirs often requires frequent updating of the results of the operation model. This is mainly because of errors involved in forecasting the natural inflows to the reservoirs or demands for water and energy or both. Current models used for operation usually require the use of large computation cost and usually involves long turnaround times. The paper presents on efficient algorithm for the mounthly operation of a system of two of two parallel multipurpose reservoirs that is solved with a minicomputer. The operation model is applied to shasta and folson reservoirs of the california central valley project, and the results are reviewed. Langues : Anglais (eng) Mots-clés : Programmation linéaire Reservoir Programmation dynamique Fonctionnement de reservoir Modèle d'illustration Index. décimale : 627 Génie hydraulique Résumé : The operation of reservoirs often requires frequent updating of the results of the operation model. This is mainly because of errors involved in forecasting the natural inflows to the reservoirs or demands for water and energy or both. Current models used for operation usually require the use of large computation cost and usually involves long turnaround times. The paper presents on efficient algorithm for the mounthly operation of a system of two of two parallel multipurpose reservoirs that is solved with a minicomputer. The operation model is applied to shasta and folson reservoirs of the california central valley project, and the results are reviewed. Note de contenu : The operation of reservoirs often requires frequent updating of the results of the operation model. This is mainly because of errors involved in forecasting the natural inflows to the reservoirs or demands for water and energy or both. Current models used for operation usually require the use of large computation cost and usually involves long turnaround times. The paper presents on efficient algorithm for the mounthly operation of a system of two of two parallel multipurpose reservoirs that is solved with a minicomputer. The operation model is applied to shasta and folson reservoirs of the california central valley project, and the results are reviewed. Journal of water resources planning and management, 4. Reservoir operation by linear and dynamic programming [texte imprimé] / Marino, M. A. ; Axe, M. ; Mohammadi, B. . - ASCE . - ASCE, 1983.
ISSN : CI-06266
The operation of reservoirs often requires frequent updating of the results of the operation model. This is mainly because of errors involved in forecasting the natural inflows to the reservoirs or demands for water and energy or both. Current models used for operation usually require the use of large computation cost and usually involves long turnaround times. The paper presents on efficient algorithm for the mounthly operation of a system of two of two parallel multipurpose reservoirs that is solved with a minicomputer. The operation model is applied to shasta and folson reservoirs of the california central valley project, and the results are reviewed.
Langues : Anglais (eng)
Mots-clés : Programmation linéaire Reservoir Programmation dynamique Fonctionnement de reservoir Modèle d'illustration Index. décimale : 627 Génie hydraulique Résumé : The operation of reservoirs often requires frequent updating of the results of the operation model. This is mainly because of errors involved in forecasting the natural inflows to the reservoirs or demands for water and energy or both. Current models used for operation usually require the use of large computation cost and usually involves long turnaround times. The paper presents on efficient algorithm for the mounthly operation of a system of two of two parallel multipurpose reservoirs that is solved with a minicomputer. The operation model is applied to shasta and folson reservoirs of the california central valley project, and the results are reviewed. Note de contenu : The operation of reservoirs often requires frequent updating of the results of the operation model. This is mainly because of errors involved in forecasting the natural inflows to the reservoirs or demands for water and energy or both. Current models used for operation usually require the use of large computation cost and usually involves long turnaround times. The paper presents on efficient algorithm for the mounthly operation of a system of two of two parallel multipurpose reservoirs that is solved with a minicomputer. The operation model is applied to shasta and folson reservoirs of the california central valley project, and the results are reviewed. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B266.86738 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86736 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86737 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86735 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86734 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86733 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86732 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B266.86731 CI-06266 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Subsurface investigation with piezocone penetrometer Type de document : texte imprimé Auteurs : Mehmet, T. T. ; Axe, M. ; Boggess, R. L. Mention d'édition : Ecole Nationale des Ponts et chaussées Editeur : Ecole Nationale des Ponts et Chaussées Année de publication : 1981 ISBN/ISSN/EAN : CI-04401 Note générale : The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated. Mots-clés : Sol Stratification Pression Recherche géotechnique Index. décimale : 624.1 Technique de construction Résumé : The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated. Note de contenu : The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated. Subsurface investigation with piezocone penetrometer [texte imprimé] / Mehmet, T. T. ; Axe, M. ; Boggess, R. L. . - Ecole Nationale des Ponts et chaussées . - Ecole Nationale des Ponts et Chaussées, 1981.
ISSN : CI-04401
The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.
Mots-clés : Sol Stratification Pression Recherche géotechnique Index. décimale : 624.1 Technique de construction Résumé : The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated. Note de contenu : The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B401.96186 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96185 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96184 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96183 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96182 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96181 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96179 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B401.96180 CI-04401 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
