Book 3, chapter C1: finite -difference model for aquifer simulation in two dimensions with results of numerical experiments / Tresadt, P. C.

Public ISBD 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.

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Geological survey water-nepply paper, 2039-B. An appraisal of ground water for irrigation in the appleton area, west-central Minnesota / Larson, S. P.

Public ISBD Titre de série : Geological survey water-nepply paper, 2039-B Titre : An appraisal of ground water for irrigation in the appleton area, west-central Minnesota Type de document : texte imprimé Auteurs : Larson, S. P. Mention d'édition : United States Government Printing Office Editeur : United States Government Printing Office Année de publication : 1976 ISBN/ISSN/EAN : CI-04869 Note générale : Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial duft aquifers are the largest source of ground water. The surficial outwash most areally extensive drift aquifer, and it underlies much of the randy soil area- Saturated thichness of the outwash is more than 80 feet (24m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yield of more than 300 gal (19 1/s) are obtainable. Langues : Anglais (eng) Mots-clés : Eau souterraine  Irrigation  Géologie  Qualité de l'eau  Eau de surface  Hydraulique villageoise  Modèle mathématique Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial duft aquifers are the largest source of ground water. The surficial outwash most areally extensive drift aquifer, and it underlies much of the randy soil area- Saturated thichness of the outwash is more than 80 feet (24m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yield of more than 300 gal (19 1/s) are obtainable. Note de contenu : Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial duft aquifers are the largest source of ground water. The surficial outwash most areally extensive drift aquifer, and it underlies much of the randy soil area- Saturated thichness of the outwash is more than 80 feet (24m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yield of more than 300 gal (19 1/s) are obtainable. Geological survey water-nepply paper, 2039-B. An appraisal of ground water for irrigation in the appleton area, west-central Minnesota [texte imprimé] / Larson, S. P.  . -  United States Government Printing Office . - United States Government Printing Office, 1976. ISSN : CI-04869 Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial duft aquifers are the largest source of ground water. The surficial outwash most areally extensive drift aquifer, and it underlies much of the randy soil area- Saturated thichness of the outwash is more than 80 feet (24m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yield of more than 300 gal (19 1/s) are obtainable. Langues : Anglais (eng) Mots-clés : Eau souterraine  Irrigation  Géologie  Qualité de l'eau  Eau de surface  Hydraulique villageoise  Modèle mathématique Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial duft aquifers are the largest source of ground water. The surficial outwash most areally extensive drift aquifer, and it underlies much of the randy soil area- Saturated thichness of the outwash is more than 80 feet (24m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yield of more than 300 gal (19 1/s) are obtainable. Note de contenu : Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial duft aquifers are the largest source of ground water. The surficial outwash most areally extensive drift aquifer, and it underlies much of the randy soil area- Saturated thichness of the outwash is more than 80 feet (24m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yield of more than 300 gal (19 1/s) are obtainable.

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Geological survey water supply paper, 2039-B. Contribution to the hydrology of the United States : an appraisal of ground water for irrigation in the appleton area, West Central Minnesota / Larson, S. P.

Public ISBD Titre de série : Geological survey water supply paper, 2039-B Titre : Contribution to the hydrology of the United States : an appraisal of ground water for irrigation in the appleton area, West Central Minnesota Type de document : texte imprimé Auteurs : Larson, S. P. Mention d'édition : US Government printing office Editeur : US Government Printing Office Année de publication : 1976 ISBN/ISSN/EAN : CI-08237 Note générale : Supplemental irrigation of well drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlines much of the sandy oil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yield may exceed 1,200 qal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 qal / min (19 1/s) are obtainable. Langues : Français (fre) Mots-clés : Eau souterraine  Irrigation  Hydrologie  Géologie  Qualité de l'eau  Bassin HYDROGEOLOGIE Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Supplemental irrigation of well drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlines much of the sandy oil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yield may exceed 1,200 qal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 qal / min (19 1/s) are obtainable. Note de contenu : Supplemental irrigation of well drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlines much of the sandy oil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yield may exceed 1,200 qal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 qal / min (19 1/s) are obtainable. Geological survey water supply paper, 2039-B. Contribution to the hydrology of the United States : an appraisal of ground water for irrigation in the appleton area, West Central Minnesota [texte imprimé] / Larson, S. P.  . -  US Government printing office . - US Government Printing Office, 1976. ISSN : CI-08237 Supplemental irrigation of well drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlines much of the sandy oil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yield may exceed 1,200 qal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 qal / min (19 1/s) are obtainable. Langues : Français (fre) Mots-clés : Eau souterraine  Irrigation  Hydrologie  Géologie  Qualité de l'eau  Bassin HYDROGEOLOGIE Index. décimale : 631.58 Méthodes de culture : jachère, assolement irrigation Résumé : Supplemental irrigation of well drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlines much of the sandy oil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yield may exceed 1,200 qal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 qal / min (19 1/s) are obtainable. Note de contenu : Supplemental irrigation of well drained sandy soils has prompted an evaluation of ground water in the appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlines much of the sandy oil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yield may exceed 1,200 qal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 qal / min (19 1/s) are obtainable.

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