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CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D Conservation of Mass uu dx dy vv (x,y)
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CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D Conservation of Momentum
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CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D Conservation of Momentum (contd.): Surface forces dx (x,y) dy xy (dy)(1) yx (dx)(1)
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CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D Conservation of Momentum (contd.) Similarly, The body forces are expressed as: where is the body force per unit volume. For example,
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CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D conservation of momentum (contd.) Or, in cartesian tensor notation, Where repeated subscripts imply Einstein’s summation convention, i.e.,
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CIS/ME 794Y A Case Study in Computational Science & Engineering Conservation of momentum (contd.): The shear stress ij is related to the rate of strain (i.e., spatial derivatives of velocity components) via the following constitutive equation (which holds for Newtonian fluids), where is called the coefficient of dynamic viscosity (a measure of internal friction within a fluid): Deduction of this constitutive equation is beyond the scope of this class. Substituting for ij in the momentum conservation equations yields:
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CIS/ME 794Y A Case Study in Computational Science & Engineering Navier-Stokes equations for 2-D, compressible flow The conservation of mass and momentum equations for a Newtonian fluid are known as the Navier-Stokes equations. In 2-D, they are:
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CIS/ME 794Y A Case Study in Computational Science & Engineering Navier-Stokes equations for 2-D, compressible flow in Conservative Form The Navier-Stokes equations can be re-written using the chain-rule for differentiation and the conservation of mass equation, as: (1) (2) (3)
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CIS/ME 794Y A Case Study in Computational Science & Engineering Conservation of energy and species The additional governing equations for conservation of energy and species are: (4) (5)
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CIS/ME 794Y A Case Study in Computational Science & Engineering Summary for 2-D compressible flow UNKNOWNS: , u, v, T, P, n i N+5, for N species EQUATIONS: Navier-Stokes equations (3 equations: conservation of mass and conservation of momentum in x and y directions) Conservation of Energy (1 equation) Conservation of Species ((N-1) equations for n species) Ideal gas equation of state (1 equation) Definition of density: (1 equation)
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CIS/ME 794Y A Case Study in Computational Science & Engineering Recapitulation So far, Formulation of case study:quasi 1-D compressible flow Numerical solution techniques Steady vs. Time-marching to steady state Finite differences (FD). Time marching to steady state (a)Explicit schemes (McCormack, FTBS) Easier to program Restricted to small t for stiff problems May not yield a solution at all for really stiff systems.
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CIS/ME 794Y A Case Study in Computational Science & Engineering Recapitulation (contd.) (b)Implicit schemes (LBI): Harder to program Allows use of larger t even for stiff problems May be the only way to find a solution for really stiff systems Finite elements (FE), time marching to steady state (a)Linearization same as for LBI FD method (b)well-suited for complex geometries.
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CIS/ME 794Y A Case Study in Computational Science & Engineering Recapitulation (contd.) Both FD and FE techniques ultimately require solution of linear equations Mx = f In the LBI method, M is a block tri-diagonal matrix Solution of systems such as Mx = f using PETSc allows you to explore parallel solution vs. serial solution. implications for performance Iterative methods (ex. Conjugate gradient) are well- suited to parallelization.
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CIS/ME 794Y A Case Study in Computational Science & Engineering Extension of LBI method to 2-D flows Non-dimensionalize the 2-D governing equations exactly as we did the quasi 1-D governing equations. Take geometry into account. For example, Center Body Outer Body
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CIS/ME 794Y A Case Study in Computational Science & Engineering Let r i (x) represent the inner boundary, where x is measured along the flow direction. Let r o (x) represent the outer boundary, where x is along the flow direction. r i (x) r o (x)
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CIS/ME 794Y A Case Study in Computational Science & Engineering The real domain is then transformed into a rectangular computational domain, using coordinate transformation: x y or r
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CIS/ME 794Y A Case Study in Computational Science & Engineering The coordinate transformation is given by: The governing equations are then transformed:
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CIS/ME 794Y A Case Study in Computational Science & Engineering Or, and etc.
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CIS/ME 794Y A Case Study in Computational Science & Engineering This will result in a PDE with and as the independent variables; for example, Recall that for quasi 1-D flow, we had equations of the form
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CIS/ME 794Y A Case Study in Computational Science & Engineering Applying the LBI method yielded: or,
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CIS/ME 794Y A Case Study in Computational Science & Engineering Applying the same procedure to our transformed 2-D problem would yield: Recall that after linearization of the quasi 1-D problem, the resulting matrix system was:
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CIS/ME 794Y A Case Study in Computational Science & Engineering Now, in 2-D, the linearization procedure will result in: Where each F i, G i, H i are themselves block tri-diagonal systems as in the quasi 1-D problem. In other words, etc.
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