Finite Elements in Fluids, Volume 5Richard H. Gallagher |
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Page 155
... initial data than a filtered model . Any initial imbalance between the wind and mass fields will trigger the formation of high- frequency gravity waves for gravity waves are legal solution to the primitive equations as in contrast to ...
... initial data than a filtered model . Any initial imbalance between the wind and mass fields will trigger the formation of high- frequency gravity waves for gravity waves are legal solution to the primitive equations as in contrast to ...
Page 211
... initial condition 1 Reference ( 17 ) reports the M = 74 , k = 1 algorithm solution for the initial shock Mach number M1 = 1.35 . The subsonic inlet boundary conditions are specified p , m , and g , with p computed from Equation 8.4 ...
... initial condition 1 Reference ( 17 ) reports the M = 74 , k = 1 algorithm solution for the initial shock Mach number M1 = 1.35 . The subsonic inlet boundary conditions are specified p , m , and g , with p computed from Equation 8.4 ...
Page 225
... initial estimates of the unknowns . The initial estimates for all variables were chosen to be constants , with U being set to 1.0 and A to A , Convergent computations could be obtained only when the initial values of k and ɛ kept v ...
... initial estimates of the unknowns . The initial estimates for all variables were chosen to be constants , with U being set to 1.0 and A to A , Convergent computations could be obtained only when the initial values of k and ɛ kept v ...
Contents
Finite Elements in Fluid MechanicsA Decade of Progress | 1 |
Analysis of Stokes Flow by a Hybrid Method | 27 |
Domain Decomposition for Elliptic Problems | 87 |
Copyright | |
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Common terms and phrases
applied basis functions bilinear boundary conditions boundary layer calculation coefficients composite element computational conjugate gradient algorithm constant constraint convective convergence coordinates cylinder defined denotes derivatives Dirichlet problems discrete domain Edited by R. H. Elements in Fluids Euler equations finite difference finite element analysis finite element method flow problems formulation free surface flow Galerkin Gresho grid hydraulic fracture incompressible initial iteration J. T. Oden Kawahara Kawai Lagrange multiplier linear matrix mesh Meth Navier-Stokes equations nodes nonlinear Numerical Methods numerical solution O. C. Zienkiewicz obtained oscillation parameter penalty method Poisson problems pressure primitive equations procedure R. H. Gallagher region Reynolds number S₁ scheme Scriven Section selective reduced integration shown in Figure solve stability step two-dimensional V₁ variables variational vector velocity field vertical viscous viscous flow wave weighted residuals Wiley & Sons y₁ ду дх