U.S. Geological Survey Water Supply paper, 2309. Quantitative assessment of the shallow ground-water flow system associated with Connetquot Brook, Long Island, New York / Prince, K. R.

Public ISBD Titre de série : U.S. Geological Survey Water Supply paper, 2309 Titre : Quantitative assessment of the shallow ground-water flow system associated with Connetquot Brook, Long Island, New York Type de document : texte imprimé Auteurs : Prince, K. R. ; Franke, L. O. ; Reilly, T. E. Mention d'édition : United States Gouvernement Printing Office Editeur : United States Gouvernement Printing Office Année de publication : 1988 ISBN/ISSN/EAN : CI-05081 Note générale : Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1) field studies of streamflow, ground-water levels, and age of water as indicated by tritium and dissolved-oxygen concentration an (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that govern the direction of shallow ground-water flow near and beneath the stream. Langues : Anglais (eng) Mots-clés : Eau souterraine  Bassin versant  Drainage  Hydrochimie  Mesure et observation  Météorologie  Simulation  Evaluation quantitative Index. décimale : 551.48 Hydrologie : Résumé : Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1) field studies of streamflow, ground-water levels, and age of water as indicated by tritium and dissolved-oxygen concentration an (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that govern the direction of shallow ground-water flow near and beneath the stream. Note de contenu : Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1) field studies of streamflow, ground-water levels, and age of water as indicated by tritium and dissolved-oxygen concentration an (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that govern the direction of shallow ground-water flow near and beneath the stream. U.S. Geological Survey Water Supply paper, 2309. Quantitative assessment of the shallow ground-water flow system associated with Connetquot Brook, Long Island, New York [texte imprimé] / Prince, K. R. ; Franke, L. O. ; Reilly, T. E.  . -  United States Gouvernement Printing Office . - United States Gouvernement Printing Office, 1988. ISSN : CI-05081 Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1) field studies of streamflow, ground-water levels, and age of water as indicated by tritium and dissolved-oxygen concentration an (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that govern the direction of shallow ground-water flow near and beneath the stream. Langues : Anglais (eng) Mots-clés : Eau souterraine  Bassin versant  Drainage  Hydrochimie  Mesure et observation  Météorologie  Simulation  Evaluation quantitative Index. décimale : 551.48 Hydrologie : Résumé : Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1) field studies of streamflow, ground-water levels, and age of water as indicated by tritium and dissolved-oxygen concentration an (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that govern the direction of shallow ground-water flow near and beneath the stream. Note de contenu : Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1) field studies of streamflow, ground-water levels, and age of water as indicated by tritium and dissolved-oxygen concentration an (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that govern the direction of shallow ground-water flow near and beneath the stream.

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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 / Franke, L. O.

Public ISBD 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.

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