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Auteur Pinder, G. F. |
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Faire une suggestion Affiner la rechercheBook 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments / Tresadt, P. C.
Titre : Book 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments Type de document : texte imprimé Auteurs : Tresadt, P. C. ; Pinder, G. F. ; Larson, S. P. Mention d'édition : United Stated Government Printing Office Editeur : United Stated Government Printing Office Année de publication : 1976 ISBN/ISSN/EAN : CI-07693 Note générale : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Langues : Anglais (eng) Mots-clés : Eau souterraine Evapotranspiration Simulation Comparaison Ordinateur Ruissellement Informatique Développement théorique Equation Solution numérique Programme Aquifère Modèle de simulation Index. décimale : 005 Programmation, programmes, organisation des données, logiciel Résumé : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Note de contenu : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Book 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments [texte imprimé] / Tresadt, P. C. ; Pinder, G. F. ; Larson, S. P. . - United Stated Government Printing Office . - United Stated Government Printing Office, 1976.
ISSN : CI-07693
The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk.
Langues : Anglais (eng)
Mots-clés : Eau souterraine Evapotranspiration Simulation Comparaison Ordinateur Ruissellement Informatique Développement théorique Equation Solution numérique Programme Aquifère Modèle de simulation Index. décimale : 005 Programmation, programmes, organisation des données, logiciel Résumé : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Note de contenu : The model will simulate ground water flow in an artesian and water-table aquifer, or a combined artesian and water -table aquifer. The aquifer may be heterogeneous and anistropic and have irregular boundaries. The source term in the flow equation may include well discharge, constant, recharge, leakage from confining beds in which the effects of storage are considered, and evapotranspiration as a linear fonction of depth to water. The theoretical development includes presentation of the appropriate flow equation and derivation of the finite. Difference approximations. The documentation emphasizes the numerical technique than can be used for solving simultaneous equations and describes the results of numerical experiments using these technic. It includes also a flow chart, program listing, an example simulation, and sections on designing an aquifer model ans requirements for data input. In addition, the model includes operations for reading input data from a disk and writing intermediate results an a disk. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B693.121251 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121252 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121253 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121254 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121255 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121256 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121257 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B693.121258 CI-07693 Monographie Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : A digital model for aquifer evaluation Type de document : texte imprimé Auteurs : Pinder, G. F. Mention d'édition : U.S Government printing office Editeur : U.S Government Printing Office Année de publication : 1970 ISBN/ISSN/EAN : CI-07694 Note générale : This book, consists of : purpose of the program . This program simulates the responses of a confined aquifer to pumping at a constant rate from one or more wells. It consists of also : theoretical development trought equations, method of analysis, computer storage and calcution time/ card deck preparation, problem deck, limitations of program, selected references and table 1 concerning digital program. Mots-clés : Ordinateur Ressource en eau PUITS Eau souterraine Reservoir Modèle digital Aquifère Calcul du temps Limite du programme Méthode d'analyser Ruisseau Index. décimale : 551.49 Eaux souterraines Résumé : This book, consists of : purpose of the program . This program simulates the responses of a confined aquifer to pumping at a constant rate from one or more wells. It consists of also : theoretical development trought equations, method of analysis, computer storage and calcution time/ card deck preparation, problem deck, limitations of program, selected references and table 1 concerning digital program. Note de contenu : This book, consists of : purpose of the program . This program simulates the responses of a confined aquifer to pumping at a constant rate from one or more wells. It consists of also : theoretical development trought equations, method of analysis, computer storage and calcution time/ card deck preparation, problem deck, limitations of program, selected references and table 1 concerning digital program. A digital model for aquifer evaluation [texte imprimé] / Pinder, G. F. . - U.S Government printing office . - U.S Government Printing Office, 1970.
ISSN : CI-07694
This book, consists of : purpose of the program . This program simulates the responses of a confined aquifer to pumping at a constant rate from one or more wells. It consists of also : theoretical development trought equations, method of analysis, computer storage and calcution time/ card deck preparation, problem deck, limitations of program, selected references and table 1 concerning digital program.
Mots-clés : Ordinateur Ressource en eau PUITS Eau souterraine Reservoir Modèle digital Aquifère Calcul du temps Limite du programme Méthode d'analyser Ruisseau Index. décimale : 551.49 Eaux souterraines Résumé : This book, consists of : purpose of the program . This program simulates the responses of a confined aquifer to pumping at a constant rate from one or more wells. It consists of also : theoretical development trought equations, method of analysis, computer storage and calcution time/ card deck preparation, problem deck, limitations of program, selected references and table 1 concerning digital program. Note de contenu : This book, consists of : purpose of the program . This program simulates the responses of a confined aquifer to pumping at a constant rate from one or more wells. It consists of also : theoretical development trought equations, method of analysis, computer storage and calcution time/ card deck preparation, problem deck, limitations of program, selected references and table 1 concerning digital program. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B694.154962 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154960 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154961 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154959 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154958 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154957 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154955 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B694.154956 CI-07694 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
Titre : Finite elements in water resources Type de document : texte imprimé Auteurs : Gray, W. G. ; Pinder, G. F. Mention d'édition : The serveral contributors named in the list of contents Editeur : The serveral contributors named in the list of contents Année de publication : 1977 ISBN/ISSN/EAN : 727306014 Note générale : The report show that rational approximations to the exponential matrix are employed to explain the performance of traditional methods for integrating some partial differential equations used in water resources analysis wath respect to time. The same technique then allows the prediction of the performances of higher order integration methods, so that only the most promising of these need be coded. The behaviour of various algorithms is them compared in the solution of typical problems involving diffusion, convection or a combination of both. Langues : Anglais (eng) Mots-clés : Ressource en eau Eau souterraine Hydrogéologie Index. décimale : 551 Géologie, météorologie, hydrologie générale Résumé : The report show that rational approximations to the exponential matrix are employed to explain the performance of traditional methods for integrating some partial differential equations used in water resources analysis wath respect to time. The same technique then allows the prediction of the performances of higher order integration methods, so that only the most promising of these need be coded. The behaviour of various algorithms is them compared in the solution of typical problems involving diffusion, convection or a combination of both. Note de contenu : The report show that rational approximations to the exponential matrix are employed to explain the performance of traditional methods for integrating some partial differential equations used in water resources analysis wath respect to time. The same technique then allows the prediction of the performances of higher order integration methods, so that only the most promising of these need be coded. The behaviour of various algorithms is them compared in the solution of typical problems involving diffusion, convection or a combination of both. Finite elements in water resources [texte imprimé] / Gray, W. G. ; Pinder, G. F. . - The serveral contributors named in the list of contents . - The serveral contributors named in the list of contents, 1977.
ISSN : 727306014
The report show that rational approximations to the exponential matrix are employed to explain the performance of traditional methods for integrating some partial differential equations used in water resources analysis wath respect to time. The same technique then allows the prediction of the performances of higher order integration methods, so that only the most promising of these need be coded. The behaviour of various algorithms is them compared in the solution of typical problems involving diffusion, convection or a combination of both.
Langues : Anglais (eng)
Mots-clés : Ressource en eau Eau souterraine Hydrogéologie Index. décimale : 551 Géologie, météorologie, hydrologie générale Résumé : The report show that rational approximations to the exponential matrix are employed to explain the performance of traditional methods for integrating some partial differential equations used in water resources analysis wath respect to time. The same technique then allows the prediction of the performances of higher order integration methods, so that only the most promising of these need be coded. The behaviour of various algorithms is them compared in the solution of typical problems involving diffusion, convection or a combination of both. Note de contenu : The report show that rational approximations to the exponential matrix are employed to explain the performance of traditional methods for integrating some partial differential equations used in water resources analysis wath respect to time. The same technique then allows the prediction of the performances of higher order integration methods, so that only the most promising of these need be coded. The behaviour of various algorithms is them compared in the solution of typical problems involving diffusion, convection or a combination of both. Réservation
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Code-barres Cote Support Localisation Section Disponibilité CI03B850.114002 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.114000 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.114001 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.113999 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.113998 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.113996 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.113997 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible CI03B850.113995 CI-04850 Rapport Bibliothèque CDI-Ouaga Fond documentaire Disponible
