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Titlebook: Computer Modeling of Free-Surface and Pressurized Flows; M. Hanif Chaudhry,Larry W. Mays Book 1994 Springer Science+Business Media Dordrec

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书目名称Computer Modeling of Free-Surface and Pressurized Flows
编辑M. Hanif Chaudhry,Larry W. Mays
视频video
丛书名称NATO Science Series E:
图书封面Titlebook: Computer Modeling of Free-Surface and Pressurized Flows;  M. Hanif Chaudhry,Larry W. Mays Book 1994 Springer Science+Business Media Dordrec
描述Computers are widely used for the analysis, design, andoperation of water resource projects. This gives accurate results,allowing the analysis of complex systems which may not have beenpossible otherwise, and the investigation and comparison of severaldifferent alternatives in a short time, thereby reducing the projectcosts, optimizing design, and efficient utilization of resources..This volume compiles an edited version of the lecture notes speciallyprepared by 14 well-known European and North American researchers.Part I deals with free-surface flows. Governing equations are derivedand their solution by the finite-difference, finite-element, andboundary-integral methods are discussed. Then, turbulence models,three-dimensional models, dam-break flow models, sediment transportmodels, and flood routing models are presented. Part II is related tothe modeling of steady and transient pressurized flows. Governingequations for both single and two-component flows are derived andnumerical methods for their solution are presented. The modeling ofwater quality in pipe networks, of cooling water systems, and slow andrapid transients is then discussed. .
出版日期Book 1994
关键词computer; flow; turbulence; wave propagation; hydrogeology; fluid- and aerodynamics
版次1
doihttps://doi.org/10.1007/978-94-011-0964-2
isbn_softcover978-94-010-4417-2
isbn_ebook978-94-011-0964-2Series ISSN 0168-132X
issn_series 0168-132X
copyrightSpringer Science+Business Media Dordrecht 1994
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https://doi.org/10.1007/978-3-540-70838-4y flows. In the first, which is valid only for super-critical flows, a steady form of the shallow water equations is numerically integrated. In the second formulation, the unsteady gradually varied flow equations are solved and time is used as an iteration parameter. A . model is used to include tur
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,Zeichnen für Fortgeschrittene,up; it requires less data to define the grid; it is efficient, using less computer time and storage than finite differences and finite elements; approximations are confined to the boundaries giving interior solutions with at least as much accuracy; it has better accuracy than finite differences and
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Perspektivische Fertigungszeichnungen,ape functions to interpolate values within these elements (with emphasis on linear and quadratic shape functions for one-and two-dimensional problems), application of Galerkin’s method to a simple differential equation, as well as to the Navier-Stokes and continuity equations, integration by parts,
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https://doi.org/10.1007/978-3-8348-9451-9the applications of the finite element models to real world problems. Apart from describing the three dimensional flow solvers employed and two applications to complicated real world problems, some important aspects such as pre-and post-processing, verification and validation of computer models as w
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https://doi.org/10.1007/978-3-8348-9451-9 An alluvial flow is characterized by the inter-dependency of flow, sediment transport, bed form, and friction factor: The flow affects the sediment transport and bed form, which control the hydraulic roughness and channel geometry. The hydraulic roughness and channel geometry, in turn, affect the f
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