標(biāo)題: Titlebook: Computational Methods in Environmental Fluid Mechanics; Olaf Kolditz Textbook 2002 Springer-Verlag Berlin Heidelberg 2002 Computational Me [打印本頁] 作者: 淺吟低唱 時間: 2025-3-21 19:51
書目名稱Computational Methods in Environmental Fluid Mechanics影響因子(影響力)
書目名稱Computational Methods in Environmental Fluid Mechanics影響因子(影響力)學(xué)科排名
書目名稱Computational Methods in Environmental Fluid Mechanics網(wǎng)絡(luò)公開度
書目名稱Computational Methods in Environmental Fluid Mechanics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Computational Methods in Environmental Fluid Mechanics被引頻次
書目名稱Computational Methods in Environmental Fluid Mechanics被引頻次學(xué)科排名
書目名稱Computational Methods in Environmental Fluid Mechanics年度引用
書目名稱Computational Methods in Environmental Fluid Mechanics年度引用學(xué)科排名
書目名稱Computational Methods in Environmental Fluid Mechanics讀者反饋
書目名稱Computational Methods in Environmental Fluid Mechanics讀者反饋學(xué)科排名
作者: Tartar 時間: 2025-3-21 23:59
1.2.8 The Celestial Ephemeris Pole,discretized level, i. e. mass, momentum, energy remain conserved also at a local scale. Fluxes between adjacent control volumes are directly balanced. Second, finite volume schemes takes full advantage of arbitrary meshes to approximate complex geometries. Experience shows that non-conservative sche作者: Coma704 時間: 2025-3-22 01:28 作者: exostosis 時間: 2025-3-22 07:25
ling. Numerical models for non-linear problems, such as density-driven convection, must be carefully verified in a particular series of tests. Standard benchmarks for proving variable-density flow models are the Henry, the Elder, and the salt dome problems. We studied these benchmarks using two fini作者: ingenue 時間: 2025-3-22 08:53
Finite Volume Methoddiscretized level, i. e. mass, momentum, energy remain conserved also at a local scale. Fluxes between adjacent control volumes are directly balanced. Second, finite volume schemes takes full advantage of arbitrary meshes to approximate complex geometries. Experience shows that non-conservative sche作者: Spongy-Bone 時間: 2025-3-22 13:01 作者: Spongy-Bone 時間: 2025-3-22 18:32
Density Dependent Flow in Porous Medialing. Numerical models for non-linear problems, such as density-driven convection, must be carefully verified in a particular series of tests. Standard benchmarks for proving variable-density flow models are the Henry, the Elder, and the salt dome problems. We studied these benchmarks using two fini作者: 侵略者 時間: 2025-3-22 21:56 作者: 公社 時間: 2025-3-23 03:29
Computational Methods in Environmental Fluid Mechanics978-3-662-04761-3作者: 無可爭辯 時間: 2025-3-23 05:37 作者: RAFF 時間: 2025-3-23 09:50
1.2.3 Orbital motion of the earth, conservation properties. In contrast, other quantities such as pressure or entropy do not obey conservation laws. The only additional information concerns the consistence of the material (e. g. fluids, solids, porous medium) in form of constitutive laws.作者: CRUC 時間: 2025-3-23 15:29 作者: Dungeon 時間: 2025-3-23 19:11 作者: 啜泣 時間: 2025-3-24 01:09 作者: 錫箔紙 時間: 2025-3-24 03:43
1.1 Origin of the earth in the solar system,mployed for spatial discretization of the region. The Galerkin weighted residual approach is used to provide a weak formulation of the PDEs. This methodology is more general in application than variational methods. The Galerkin approach works also for problems which cannot be casted in variational form.作者: 去世 時間: 2025-3-24 10:34
model based on borehole data is applied for the numerical simulations. The obtained data fit of the pumping test shows the capability of fracture network models to explain observed hydraulic behavior of fractured rock systems.作者: Congruous 時間: 2025-3-24 13:59 作者: corn732 時間: 2025-3-24 17:12 作者: PLIC 時間: 2025-3-24 21:19
Non-Linear Flow in Fractured Media model based on borehole data is applied for the numerical simulations. The obtained data fit of the pumping test shows the capability of fracture network models to explain observed hydraulic behavior of fractured rock systems.作者: 外面 時間: 2025-3-24 23:32
Textbook 2002 as in the atmosphere. Mechanics of environmental fluids is concerned with fluid motion, associated mass and heat transport in addition to deformation processes in subsurface systems. In this textbook the fundamental modelling approaches based on continuum mechanics for fluids in the environment are作者: Androgen 時間: 2025-3-25 07:04 作者: antidote 時間: 2025-3-25 08:10
1.2.0 Abbreviations, notation and units,bounds. The mathematical background of FEM is functional analysis. The FEM was introduced into the field of computational fluid dynamics (CFD) by Chung (1978), Baker (1983), Huyakorn & Pinder (1983), Diersch (1985) and others. The FEM is a more general approximation technique containing many finite difference schemes as special cases (Chapter 6).作者: Chemotherapy 時間: 2025-3-25 13:53
Porous Media from each other by surfaces referred to as interphase boundaries. Transport of components may occur within a phase and/or across interphase boundaries. Those interphasic exchange processes between adjacent phases can result from diffusive and/or advective mechanisms.作者: AVANT 時間: 2025-3-25 17:54 作者: 斜 時間: 2025-3-25 20:09 作者: 沉積物 時間: 2025-3-26 03:08
Turbulencebove a certain Reynolds number. Below values of the so-called critical Reynolds number .. the flow is smooth and adjacent layers of fluid slide past each other in an orderly regime. This regime is called laminar flow. At Reynolds numbers larger than the critical value a complicated series of physica作者: 飲料 時間: 2025-3-26 04:27
Porous Mediaich occupy the void space (Fig. 3.1). Fluids are immiscible, if a sharp interface is maintained between them. In general, a phase is defined as a part of a continuum, which is characterized by distinct material properties and by a well-defined set of thermodynamic state variables. State variables de作者: Banquet 時間: 2025-3-26 12:31
Problem Classificationvatives in spatial coordinates and first order derivatives in time. Whereas time derivatives appear linearly, spatial derivatives often have a non-linear form. Frequently, systems of partial differential equations occur rather than a single equation.作者: 哀悼 時間: 2025-3-26 15:07 作者: Mundane 時間: 2025-3-26 20:09
Finite Element Methoderminus -. — was introduced by Turner et al. (1956). The concept of the finite element technique consists in a subdivision of a complex structure into small substructures assembling the elements. After its initial development as an engineering tool mathematicians worked out a rigorous formal framewo作者: 笨拙的你 時間: 2025-3-26 22:32 作者: 流行 時間: 2025-3-27 02:47
Object-Oriented Methods for Hydrosystem Modelingng of complex systems such as multicomponent/multiphase processes in porous / fractured media. Use of 00 methods can significantly reduce the effort to maintain and extend codes as requirements change. In addition, OO techniques offer means to increase code reuseability.作者: 琺瑯 時間: 2025-3-27 07:20
Element Implementationd steps for introduction of element types into the code. As an example we present the implementation of triangular elements. Theory of triangular elements is described in section 7.4.3. Based on this element template, new ones can be introduced very easily (see Problems).作者: 和平主義 時間: 2025-3-27 10:30
Non-Linear Flow in Fractured Mediamal research site at Soultz-sous-Forêts (France). Examples are examined to demonstrate the influence of fracture roughness and pressure-gradient dependent permeability on pressure build-up. A number of test examples based on classical models by Darcy (1856), Blasius (1913), Nikuradse (1930), Lomize 作者: Affirm 時間: 2025-3-27 13:47 作者: vitrectomy 時間: 2025-3-27 19:01 作者: Asparagus 時間: 2025-3-27 22:49 作者: Cholagogue 時間: 2025-3-28 02:56
1.2.6.3 The length of the day (l. o. d.),vatives in spatial coordinates and first order derivatives in time. Whereas time derivatives appear linearly, spatial derivatives often have a non-linear form. Frequently, systems of partial differential equations occur rather than a single equation.作者: 使厭惡 時間: 2025-3-28 08:06 作者: 類人猿 時間: 2025-3-28 11:20
d steps for introduction of element types into the code. As an example we present the implementation of triangular elements. Theory of triangular elements is described in section 7.4.3. Based on this element template, new ones can be introduced very easily (see Problems).作者: panorama 時間: 2025-3-28 15:37 作者: 消瘦 時間: 2025-3-28 21:13 作者: 被告 時間: 2025-3-29 02:00 作者: modest 時間: 2025-3-29 03:25
Problem Classificationvatives in spatial coordinates and first order derivatives in time. Whereas time derivatives appear linearly, spatial derivatives often have a non-linear form. Frequently, systems of partial differential equations occur rather than a single equation.作者: 偶然 時間: 2025-3-29 09:57 作者: Granular 時間: 2025-3-29 13:18 作者: Affection 時間: 2025-3-29 17:29
Multiphase Flow in Deformable Porous Mediassible and incompressible fluids) we also apply the Richards approximation, which is valid for most cases of infiltration in soils. We assume isothermal conditions. For additional information the reader should refer e. g. to Bear & Bachmat (1990) and Lewis & Schrefler (1998).作者: HEW 時間: 2025-3-29 21:27
1.2.3 Orbital motion of the earth, such as mass, momentum, and energy are conserved during the considered process at all times. Any physical system can be completely determined by this conservation properties. In contrast, other quantities such as pressure or entropy do not obey conservation laws. The only additional information con作者: agenda 時間: 2025-3-30 03:20
1.1 Origin of the earth in the solar system,bove a certain Reynolds number. Below values of the so-called critical Reynolds number .. the flow is smooth and adjacent layers of fluid slide past each other in an orderly regime. This regime is called laminar flow. At Reynolds numbers larger than the critical value a complicated series of physica作者: Nefarious 時間: 2025-3-30 07:52 作者: urethritis 時間: 2025-3-30 10:49
1.2.6.3 The length of the day (l. o. d.),vatives in spatial coordinates and first order derivatives in time. Whereas time derivatives appear linearly, spatial derivatives often have a non-linear form. Frequently, systems of partial differential equations occur rather than a single equation.
