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Titlebook: Computational Hydraulics; An Introduction Cornelis B. Vreugdenhil Textbook 1989 Springer-Verlag Berlin Heidelberg 1989 Software.algorithm.c

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书目名称Computational Hydraulics
副标题An Introduction
编辑Cornelis B. Vreugdenhil
视频video
图书封面Titlebook: Computational Hydraulics; An Introduction Cornelis B. Vreugdenhil Textbook 1989 Springer-Verlag Berlin Heidelberg 1989 Software.algorithm.c
描述What is Computational Hydraulics? Computational hydraulics is one of the many fields of science in which the application of computers gives rise to a new way of working, which is intermediate between purely theoretical and experimental. It is concerned with simulation ofthe flow of water, together with its consequences, using numerical methods on com­ puters. There is not a great deal of difference with computational hydrodynamics or computational fluid dynamics, but these terms are too much restricted to the fluid as such. It seems to be typical of practical problems in hydraulics that they are rarely directed to the flow by itself, but rather to some consequence of it, such as forces on obstacles, transport of heat, sedimentation of a channel or decay of a pollutant. All these subjects require very similar numerical methods and this is why they are treated together in this book. Therefore, I have preferred to use the term computational hydraulics. Accordingly, I have attempted to show the wide field of application by giving examples of a great variety of such practical problems. Purpose of the Book It is getting a normal situation that an engineer is required to solve some engine
出版日期Textbook 1989
关键词Software; algorithm; computer; development; dynamics; environment; hydraulics; model; numerical methods; qual
版次1
doihttps://doi.org/10.1007/978-3-642-95578-5
isbn_softcover978-3-540-50606-5
isbn_ebook978-3-642-95578-5
copyrightSpringer-Verlag Berlin Heidelberg 1989
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Some Limit Theorems on Simulated Annealing,lation as in that chapter in a frame of reference moving with the flow velocity. However, that approach cannot be easily generalized to more complicated cases. Therefore, it is better to consider the mass balance for a (stationary) elementary control volume shaped as a slice which covers the entire river cross-section . over a length Δ..
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Stochastic Multi-Stage Optimizationation; however, this concentration varies in longitudinal direction. This is called the well-mixed case. The salt concentration is now governed by the convection-diffusion equation (11.4) with two complications:
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Monitoring Changes in RCA Modelshe simple-wave equation without a decay term. If α=1, you get the method of Lax; therefore the general case can be called a modified Lax method. The difference equation used in section 4.2 is a special case α=0.
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