Page 33 - Introduction to Computational Fluid Dynamics
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                                                                                     INTRODUCTION
                               Before leaving this section, it is important to note that since p must equal p
                            in a continuum (see Equation 1.11), the former must essentially be the hydrostatic
                            pressure, irrespective of the flow considered. Mathematically, therefore, we may
                            define p as
                                                  1                 1
                                            p =− (σ x + σ y + σ z ) =  (p + p + p ),           (1.17)
                                                                        x
                                                                                  z
                                                                             y
                                                  3                 3
                                                                                2
                                                                                      2
                                                         2
                                                   2
                            where p is a solution to ∂ p/∂x = 0, p is a solution to ∂ p/∂y = 0, and p is
                                                                                                 z
                                                                 y
                                    x
                                              2
                                         2
                            a solution to ∂ p/∂z = 0.
                               In effect, therefore, the equations of motion (also called the Navier–Stokes
                            equations) valid for both continuum and discrete space must read as
                                              Du      ∂(p − q)   ∂τ xx  ∂τ yx   ∂τ zx
                                            ρ     =−           +      +      +      ,          (1.18)
                                              Dt         ∂x       ∂x     ∂y     ∂z
                                              D v     ∂(p − q)   ∂τ xy  ∂τ yy  ∂τ zy
                                            ρ     =−           +      +      +     ,           (1.19)
                                              Dt         ∂y       ∂x     ∂y     ∂z
                                             D w      ∂(p − q)   ∂τ xz  ∂τ yz  ∂τ zz
                                           ρ      =−           +      +      +     ,           (1.20)
                                              Dt         ∂z       ∂x     ∂y     ∂z
                            where q is given by Equation 1.13 for incompressible (viscous or inviscid) flow and
                            by Equation 1.15 for compressible flow. In spite of this recognition, the equations
                            are further discussed (in conformity with standard textbooks) for a continuum only
                            with λ 1 = 0, but the existence of finite λ 1 will be discovered in Chapter 5 where
                            solutions in discrete space are developed.
                            1.6 Outline of the Book
                            The book is divided into nine chapters. Chapter 2 deals with one-dimensional (1D)
                            conduction in steady and unsteady forms. In this chapter, the main ingredients of a
                            numerical procedure are elaborately introduced so that familiarity is gained through
                            very simple algebra. Chapter 3 deals with the 1D conduction–convection equation.
                            This somewhat artificial equation is considered to inform the reader about the nature
                            of difficulty introduced by convection terms. The cures for the difficulty developed
                            in this chapter are used in all subsequent chapters dealing with solution of transport
                            equations.
                               Chapter 4 deals with convective transport through boundary layers. This is an
                            important class of flows encountered in fluid dynamics and heat and mass transfer.
                            The early CFD activity relied heavily on solution of two-dimensional (2D) parabolic
                            equations (a subset of the complete transport equations) appropriate to boundary
                            layer flows. In this chapter, issues of grid adaptivity and turbulence modelling are
                            introduced for external wall boundary layers and free-shear layers and for internal
                            (ducted) boundary layer development.
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