Titre de série :	U.S. Geological Survey Water Supply paper, 2315
Titre :	The effects of boundary conditions on the steady-state response of three hypothetical ground-water systems results and implications of numerical experiments
Type de document :	texte imprimé
Auteurs :	Franke, L. O. ; Reilly, T. E.
Mention d'édition :	United States Gouvernment Printing Office
Editeur :	United States Gouvernment Printing Office
Année de publication :	1987
ISBN/ISSN/EAN :	CI-05084
Note générale :	The most critical difficult aspect of defining a groundwater system or problem for conceptual analysis or numerical simulation is the selection of boundary conditions on the steady-state response of otherwise similar ground-water systems to a pumping stress. Three series of numerical experiments illustrate the behavior of three hypothetical ground-water systems that are rectangular sand prisms with the same dimensions but with different combinations of constant-head, specified-heat, no-flow, and constant-flux boundary conditions. In the first series of numerical experiments, the heads and flows in all three systems are identical, as are the hydraulic conductivity and system geometry.
Langues :	Anglais (eng)
Mots-clés :	Eau souterraine  Hydrogéologie  Modèle mathématique  Simulation  Calibrage
Index. décimale :	551.48 Hydrologie :
Résumé :	The most critical difficult aspect of defining a groundwater system or problem for conceptual analysis or numerical simulation is the selection of boundary conditions on the steady-state response of otherwise similar ground-water systems to a pumping stress. Three series of numerical experiments illustrate the behavior of three hypothetical ground-water systems that are rectangular sand prisms with the same dimensions but with different combinations of constant-head, specified-heat, no-flow, and constant-flux boundary conditions. In the first series of numerical experiments, the heads and flows in all three systems are identical, as are the hydraulic conductivity and system geometry.
Note de contenu :	The most critical difficult aspect of defining a groundwater system or problem for conceptual analysis or numerical simulation is the selection of boundary conditions on the steady-state response of otherwise similar ground-water systems to a pumping stress. Three series of numerical experiments illustrate the behavior of three hypothetical ground-water systems that are rectangular sand prisms with the same dimensions but with different combinations of constant-head, specified-heat, no-flow, and constant-flux boundary conditions. In the first series of numerical experiments, the heads and flows in all three systems are identical, as are the hydraulic conductivity and system geometry.

U.S. Geological Survey Water Supply paper, 2315. The effects of boundary conditions on the steady-state response of three hypothetical ground-water systems results and implications of numerical experiments [texte imprimé] / Franke, L. O. ; Reilly, T. E.  . -  United States Gouvernment Printing Office . - United States Gouvernment Printing Office, 1987.
ISSN : CI-05084
The most critical difficult aspect of defining a groundwater system or problem for conceptual analysis or numerical simulation is the selection of boundary conditions on the steady-state response of otherwise similar ground-water systems to a pumping stress. Three series of numerical experiments illustrate the behavior of three hypothetical ground-water systems that are rectangular sand prisms with the same dimensions but with different combinations of constant-head, specified-heat, no-flow, and constant-flux boundary conditions. In the first series of numerical experiments, the heads and flows in all three systems are identical, as are the hydraulic conductivity and system geometry.
Langues : Anglais (eng)

Mots-clés :	Eau souterraine  Hydrogéologie  Modèle mathématique  Simulation  Calibrage
Index. décimale :	551.48 Hydrologie :
Résumé :	The most critical difficult aspect of defining a groundwater system or problem for conceptual analysis or numerical simulation is the selection of boundary conditions on the steady-state response of otherwise similar ground-water systems to a pumping stress. Three series of numerical experiments illustrate the behavior of three hypothetical ground-water systems that are rectangular sand prisms with the same dimensions but with different combinations of constant-head, specified-heat, no-flow, and constant-flux boundary conditions. In the first series of numerical experiments, the heads and flows in all three systems are identical, as are the hydraulic conductivity and system geometry.
Note de contenu :	The most critical difficult aspect of defining a groundwater system or problem for conceptual analysis or numerical simulation is the selection of boundary conditions on the steady-state response of otherwise similar ground-water systems to a pumping stress. Three series of numerical experiments illustrate the behavior of three hypothetical ground-water systems that are rectangular sand prisms with the same dimensions but with different combinations of constant-head, specified-heat, no-flow, and constant-flux boundary conditions. In the first series of numerical experiments, the heads and flows in all three systems are identical, as are the hydraulic conductivity and system geometry.