FLUID MECHANICS FUNDAMENTALS+APPS
FLUID MECHANICS FUNDAMENTALS+APPS
4th Edition
ISBN: 2810022150991
Author: CENGEL
Publisher: MCG
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Chapter 15, Problem 44CP

For each statement, choose whether the statement is e or false. and discuss your answer brieflv
(a) The physical validity of a CFD solution always improves as the grid is refined.
(b) The x-component of the Navier-Stokes equation is an example of a transport equation.
(c) For the same number of nodes m a two-dimensional mesh, a structured grid typically has fewer cells than an unstructured triangular
(d) A time-averaged turbulent flow CFD solution is only as good as the turbulence model used in the calculations.

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3.) Transport review: For steady-state flow of water in a stationary pipe of radius R, simplify the Navier-Stokes equation to a simple 2nd order ODE. Assume a pressure drop AP over the length of the pipe (L). What are two boundary conditions that can be used? Do not solve.
Consider the 2-D incompressible, invisicid Navier-Stokes equation in the horizontal plane. Recall that the momentum equations are simply solving the transport of the velocity on a frozen velocity field. Use a finite volume method on a structured grid numbered i, j with uniform h = 0.3 in x and y, as shown in Fig. 4. Use typical numbering, e.g. ui,j refers to the solution for the i-th point in the x-, and j-th point in the y-direction.  The fluid has a density of 1000 kgm3. Use first-order upwinding for the fluxes.The pressure field of the initial solution is taken as uniform pi,j = 0.Assume that you have computed the first step of the SIMPLE scheme from an initial solution, and the resulting velocity field u* is given by the components u = [u, v] ^T with u1,j = 1.1, u2,j= 1.5, u3,j = 2.5for all j except cell 2, 2, and ui,1 = 0.3, ui,2 = 0.5, ui,3 = 0.8 for all i except cell 2, 2. In cell 2,2 the velocity is u2,2 = [2, 0.6]^T. a) Simplify the equations for the x− and y-momentum for this…
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