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Technique of water -resources investigations of the united-states geological survey |
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Technique of water -resources investigations of the united-states geological survey, 7. Chapter C3 : a model for simulation of flow in singular and interconnected channels : automated data processing and computations / Schopfranek, R. W.
Titre de série : Technique of water -resources investigations of the united-states geological survey, 7 Titre : Chapter C3 : a model for simulation of flow in singular and interconnected channels : automated data processing and computations Type de document : texte imprimé Auteurs : Schopfranek, R. W. ; Baltzer, R. A. ; Geldberg, D. E. Mention d'édition : United States government printing office Editeur : United States Government Printing Office Année de publication : 1981 ISBN/ISSN/EAN : CI-07728 Note générale : A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulatoin a wide range of flow conditions for various channel configurations. The channel geometriy of the network to be modeled should be sufficiently simple so as lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic presure must prevail everywhere in the network channels.. Mots-clés : Simulation Météorologie Climatologie Ressource en eau Model d'application Index. décimale : 551.6 Climatologie et temps Résumé : A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulatoin a wide range of flow conditions for various channel configurations. The channel geometriy of the network to be modeled should be sufficiently simple so as lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic presure must prevail everywhere in the network channels.. Note de contenu : A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulatoin a wide range of flow conditions for various channel configurations. The channel geometriy of the network to be modeled should be sufficiently simple so as lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic presure must prevail everywhere in the network channels.. Technique of water -resources investigations of the united-states geological survey, 7. Chapter C3 : a model for simulation of flow in singular and interconnected channels : automated data processing and computations [texte imprimé] / Schopfranek, R. W. ; Baltzer, R. A. ; Geldberg, D. E. . - United States government printing office . - United States Government Printing Office, 1981.
ISSN : CI-07728
A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulatoin a wide range of flow conditions for various channel configurations. The channel geometriy of the network to be modeled should be sufficiently simple so as lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic presure must prevail everywhere in the network channels..
Mots-clés : Simulation Météorologie Climatologie Ressource en eau Model d'application Index. décimale : 551.6 Climatologie et temps Résumé : A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulatoin a wide range of flow conditions for various channel configurations. The channel geometriy of the network to be modeled should be sufficiently simple so as lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic presure must prevail everywhere in the network channels.. Note de contenu : A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulatoin a wide range of flow conditions for various channel configurations. The channel geometriy of the network to be modeled should be sufficiently simple so as lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic presure must prevail everywhere in the network channels.. Réservation
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