For permission to copy or republish, contact the American Institute of Aeronautics and Astronautics 1801 Alexander Bell Drive, Suite 500, Reston, VA 20191 AIAA 2004-0586 LOCAL GRID REF
Trang 1For permission to copy or republish, contact the American Institute of Aeronautics and Astronautics
1801 Alexander Bell Drive, Suite 500, Reston, VA 20191
AIAA 2004-0586
LOCAL GRID REFINEMENT FOR AN
IMMERSED BOUNDARY RANS SOLVER
G Iaccarino, G Kalitzin, P Moin
Center for Turbulence Research Stanford University
Stanford, CA 94305
B Khalighi
Research and Development Center General Motors Corporation
Warren, MI 48090-9055
5-8 January 2004 / Reno, NV
42nd AIAA Aerospace Sciences Meeting and Exhibit
Trang 2LOCAL GRID REFINEMENT FOR
AN IMMERSED BOUNDARY RANS SOLVER
Gianluca Iaccarino, Georgi Kalitzin, Parviz Moin
Center for Turbulence Research Stanford University Stanford, CA 934305 Bahram Khalighi‡
Research and Development Center General Motors Corporation Warren, MI 48090-9050
ABSTRACT
A RANS solver based on the Immersed Boundary
technique is extended to handle locally refined
grids in order to increase the resolution close to
the boundaries for high Reynolds number
simulations A novel data management
architecture is introduced to take advantage of the
quasi-structured nature of the grids and to obtain
fully implicit, fast and robust solutions when
several levels of refinement are introduced The
mesh refinement is fully anisotropic, and can
handle n-to-one cell connectivity It is generated in
a fully automatic way by coarsening a fine
structured grid A conjugate gradient-based
algorithm is used to solve the Navier-Stokes
equations and validation cases include a two- and
a three-dimensional problem
INTRODUCTION
Recently, a Reynolds-Averaged Navier-Stokes
(RANS) solver based on the Immersed Boundary
approach, IBRANS, has been developed [1]; it
uses Cartesian (non-uniform) grids and forcing
terms in the governing equations to account for
complex non-grid-conforming boundaries It is well
known that very large meshes are required to
achieve appropriate resolution of the boundary
layers at high Reynolds numbers This limits the
applicability of pure Cartesian solvers and requires
the adoption of a more flexible meshing strategy
Local Grid Refinement (LGR) techniques allow to
split selected cells in smaller elements thus
increasing the local resolutions; the resulting
algorithms are typically complicated and
memory/CPU intensive In many respects the
computational mesh is considered as an unstructured grid with hanging nodes at the interface between refined and not refined regions [2,3]
The OCTREE approach2 generates a relation between the original element (father) and the newly generated cells obtained by splitting it (kids) This relation can be recursively applied to build connectivity trees To collect the information about the neighbors of a cell, the tree is followed
up to the top where native connectivity information
is stored This scheme is very simple when the cells are split in a consistent way (isotropic refinement) and in [2] it has been used for an inviscid flow solver in a very efficient fashion
The fully unstructured approach3, on the other hand, handles the elements with hanging nodes
as polyhedra with N faces, shared with N neighbors In this case the connectivity information
is stored in the usual way with the only complexity that a very large number of neighbors can be present for each cell (in three-dimensions with one (two) levels of isotropic refinement a cell can have
24 (96) neighbors)
A novel grid refinement technique for Cartesian grids has been introduced in [4]; it uses an underlying structured grid to build the connectivity information and a simple interpolation formula to treat the hanging nodes
In the present work, this LGR scheme for structured grids is extended to deal with a finite volume formulation in a fully conservative fashion The implementation of LGR in the IBRANS code substantially extends the resolution capability of the solver The main features of the present implementation are the low memory storage requirements (typically 20% of a fully unstructured solver) and its efficiency
Trang 3The present paper describes the basic algorithm
and the details of the data structure used In
addition, it discusses the generation of locally
refined grids in combination with the immersed
boundary algorithm The validation of the present
scheme is reported for a two-dimensional problem
by comparing solutions obtained using LGR and a
structured grid Calculations for a three-
dimensional problem are presented and compared
to experimental data
IBRANS SIMULATION SYSTEM
The IBRANS simulation system1 consists of three
components: the pre-processor that handles the
geometry modeling and the grid generation, the
flow solver and the post-processor that produces
flow maps on the immersed surface
The pre-processor performs three major functions:
the grid generation, the interface and interior cell
determination and the evaluation of the weighting
coefficients for the immersed boundary
interpolation
Geometries are imported in Stereo-Lithography
Format (STL) The only requirement on the STL
triangulation is to be “water-tight” This allows a
unique set of cells to be determined as interior
cells Several STL files can be handled so that the
geometry can be split in components as
appropriate
After the geometry is read, it is placed on a
structured Cartesian grid This grid covers the
entire computational domain, which includes the
region inside the body The generation of this grid
is extremely simple and automatic The mesh
stretching is based on the location of the
immersed boundary and cells are clustered near
the object surface
Figure 1 Immersed Boundary tagging
Given the geometry and the (underlying) grid the tagging procedure takes place; the cells are classified in exterior (fluid) interior (solid) and partially interior (interface) This is shown in Figure
1 The tagging procedure is carried out using a ray-tracing technique5
The RANS equations are discretized with a second-order, cell centered, fully implicit finite volume scheme The implicitly under-relaxed equations are reduced to a linear system in the form:
a(i,j)n!"
(i,j)n+1
+aWn!"
Wn+1+aEn!"
En+1+aNn!"
Nn+1+aSn!"
Sn+1=S(i,j)n (1) where the indices W,E,N,S refer to the neighboring cells that have a common face with cell (i,j), e.g E for cell (i+1,j) ! is either one of the velocity components, the pressure or a turbulence variable
Turbulence is modeled with the two-equation KG model1 This is a modified version of the Wilcox
k-# model7 where # is substituted with a variable g that is defined as: g=1/($*#%&'( The variable g is zero at the wall This simplifies the enforcement of the IB conditions11
A SIMPLE procedure6 is used to obtain an intermediate velocity field that is corrected to divergence-free conditions using the solution of a Poisson equation for the pressure The transport equations are solved only in the fluid cells; the solid cells are not considered and the interface values are obtained through interpolation enforcing boundary conditions at the geometry walls Note, that the pressure equation is solved in all cells, avoiding the need to specify pressure wall boundary conditions The treament of the interface cells has been described elsewhere8-11 and will not
be repeated here
LOCAL GRID REFINEMENT ALGORITHM
Local Grid Refinement (LGR) allows an efficient clustering of cells in the vicinity of the immersed boundary The present implementation is an
extension of the classical adaptive mesh
refinement (AMR) technique for non-isotropic refinement It can also be interpreted as a generalization of the procedure used for building
2
Trang 4coarse grids for geometric multigrid on structured
meshes
The basic idea was introduced in Durbin &
Iaccarino4 for a finite difference discretization The
LGR grid is considered as a coarsened version of
a fine, structured grid; on this underlying grid the
cells are defined as usual by a couple of vertices
with indices (i,j) and (i+1,j+1) (the following
discussion of the algorithm is for two-dimensions
although the extension to three-dimensions is
straightforward)
On the LGR grid each element is bounded by the
grid lines passing through the vertices (i,j) and
(i+)i,j+)j) The effective element size in this case
is not constant ()i*)j and both indices depend on
(i,j)) Therefore, the cells are not organized in a
structured way with one-to-one neighbors in each
Cartesian direction This requires a modification of
the algorithm to deal with hanging nodes In
Durbin & Iaccarino4 this was simply based on a
second-order interpolation In the current finite
volume implementation, flux conservation is
enforced and the algorithm resembles the
unstructured face-based algorithm described in
Ferziger & Peric6 and, more closely, the AMR
discretization used in Ham et al.3
In contrast to equation 1 the RANS equations for
the LGR algorithm reduce to a linear system of the
form:
a(i,j)n!"
(i,j)n+1++aWn!"
Wn+1++aEn!"
En+1++aNn!"
Nn+1 ++aSn!"
Sn+1=S(i,j)n (2) where the sum is over the neighboring cells, e.g
+aWn!"
Wn+1=aW1n!"
W1n+1+aW2n!"
W2n+1 for the cell distribution in Figure 2
Each face-flux is computed using the two adjacent
cells and for each cell the fluxes (in general more
than two) are collected to build the corresponding
diffusive and convective operators The implicit
discretization yields a sparse matrix with elements
not organized in five diagonals as for its structured
counterpart This complexity in the matrix structure
prevents the use of the SIP procedure as it was
employed in [1] A Krilov-type algorithm with a
simple Jacobi pre-conditioner was implemented
Standard conjugate gradient is used for the
pressure equation and the BiCGStab12 for the
momentum and turbulent scalars
An algebraic multigrid technique available in the
Livermore Hypre library13
(High Performance Preconditioners) has also been used; in two
dimensions this yield a substantial advantage with respect to the conjugate gradient solver In three dimensions the advantage was only marginal Additional work is required to fully evaluate the efficiency of the algebraic multigrid for this class of problem Therefore, only results obtained using the conjugate gradient are presented in the following
Figure 2 Data management for hanging nodes: (a)
LGR grid showing a cell P and its neighbors (b) cell identification array, ID, on the fine underlying grid showing one-to-one connectivity (c) mapping of the boundary of a physical cell based on the structured lines
of the underlying grid
Trang 5The major advantage of the present LGR
approach with respect to classical
OCTREE-based2 and fully-unstructured3 algorithms lies in
the economy and flexibility of storing and retrieving
connectivity information due to the presence of the
underlying grid In particular, only N cells are
effectively defined on a NixNj underlying grid and
they are defined by the two couples (i,j) and
(i+)i,j+)j), Fig 2c The total storage cost is 4N
integers In addition, an array of integers, ID(i,j), is
defined on the fine grid to store the
correspondence between the underlying cell and
the actual LGR element, Fig 2b In other words,
all the underlying cells included in the range [i:i+)i
-1] and [j:j+)j-1] are tagged using the LGR cell
number The total storage required is, therefore,
NixNj The connectivity information for each cell
are retrieved consistently to a structured
framework by indirectly querying the array ID(i,j)
The neighbors of an LGR cell are ID(i-1,k) and
ID(i+1,k) for k ranging in [j: j+)j-1] in the positive and
negative i-direction respectively It is evident that
the approach handles multiple hanging nodes for
each cell and eventually, allows the reconstruction
of additional connectivity information without any
increase in storage; for example it is
straightforward to identify all the vertex-based
neighbors
As an example of the effectiveness of the present
LGR algorithm, the solution of the RANS
equations for a three-dimensional problem
(discussed later in more details) is considered
Four levels of grid refinements are used and a
total of about one million cells are considered The
OCTREE and fully implicit approaches are
compared to the present LGR in Fig 3 in terms of
memory requirement and CPU necessary to build
the systems (note that the solution is based for all
the approaches on the same conjugate gradient
algorithm) It must also be mentioned that the
present numerical scheme requires the use of
gradients for all variables at the cell centers to
build a second order discretization of the fluxes3
The comparison in Fig 3 shows that in terms of
memory the present algorithm is still substantially
more expensive (three-fold increase) than a
corresponding structured grid scheme with the
same number of cells On the other hand it only
requires a portion of the memory used by the
OCTREE and fully implicit algorithm In terms of
CPU the advantage is also considerable (note that
the solution time for the linear systems is not
included in Fig 3)
Figure 3 Comparison of the present LGR technique
with the OCTREE and the fully unstructured algorithm for a two-dimensional problem.
REFINEMENT CRITERIA
The generation of LGR grids is carried out by creating the underlying (fine) grid as discussed in details in [1] and coarsening it in the regions away from the immersed boundary The advantage of this approach is that all the cell tagging (ray tracing) can be performed on a structured grid taking full advantage of the alignment of the cell centers and the grid nodes The coarsening and the generation of the connectivity information is the last step of the grid generation process
Another important aspect of the application of the LGR is the selection of the refinement/coarsening criteria In the present implementation LGR is used to increase the resolution in the surroundings
of the immersed boundary and, therefore, the only criteria used is the geometrical distance between each cell and the boundary itself A Heavyside tag function (generated using the ray tracing technique as mentioned before) is used to mark the cells inside and outside the immersed body; The cells are tagged as “fluid” or “solid” if the cell center is outside or inside the immersed boundary, respectively (interface elements are not important
at this stage and, therefore, a cell is tagged by considering only the position of its cell center) An integer value +/-1 is assigned to each cell The gradient of this function is non-zero only at the immersed boundary and it is dependent on the local grid size This gradient is used to select the cells to be refined8 The grid is refined until a user specified resolution is achieved at the boundary
A smoothing function can be applied on the +/-1 tagging function to obtain a smeared interface that
4
Trang 6will allow a smoother transition between coarse
and refined regions
TEST CASES
Two test problems are considered: a
two-dimensional airfoil and a three-two-dimensional
pick-up truck
The first test case is the flow around an airfoil in
close vicinity to the ground The domain size is
4CxC with C the chord of the airfoil The airfoil is
located at 1C from the inlet and 0.1C from the
ground The airfoil geometry is reported in Fig 4;
three V-shaped grooves are present on the lower
surface to increase the geometry complexity and
therefore the grid complexity
Figure 4 LGR grid for a NACA airfoil with V-
grooves
The locally refined grid is reported in Fig 4
Calculations have also been carried out on a
structured grid which is the underlying fine grid
used as a starting point for the coarsening
procedure that eventually yield the LGR grid In
other words, the LGR grid represents a subset of
the structured grid; only about 10% of the cells are
effectively used in the LGR computation
Calculations have been carried out for both grids
to evaluate the accuracy and speed of the LGR
model The results are presented in terms of
pressure distributions on the airfoil in Fig 5, for a
Reynolds number based on the chord of 300,000
The pressure distributions are in remarkable
agreement as the turbulent kinetic energy,
reported in Fig 6 In Fig 7 a comparison of the
convergence histories is presented to demonstrate
the considerable speed of the LGR solver as
opposed to the algorithm applied to the underlying
structured grid It must be noted that due to the
increased computational cost of the LGR (cfn Fig
3) the effective savings in a calculation are in the
order of 40-50%
Figure 5 Pressure distribution on the airfoil surface
Figure 6 Turbulent kinetic energy distribution for the
structured (top) and the LGR (bottom) grid
Figure 7 Convergence history for the airfoil
simulations
The second problem considered is flow around the pick-up truck geometry, presented in [1] The computational domain considered corresponds to the wind tunnel test chamber used in the experiments14 The size of the domain is 12Lx1.05Lx1.25L where L is the length of the model The Reynolds numbers, based on L, is 288,000 and inflow conditions are specified as
Trang 7constant velocity with a low level of turbulent
intensity (~1%)
The baseline computational grid consists of
354x164x70 cells and this corresponds to the
results presented in [1]; it is used herein as a
reference A new grid with local grid refinement
has been used; it consists of about 3 million cells
(the underlying grid corresponds to
564x256x156=~22million cells) The grids in the
symmetry plane are shown in Fig 8.
Figure 8 Computational LGR (top) and structured
(bottom) grid in the symmetry plane for the GM pick-up
model
PIV measurements are available for this problem
from [14] in a plane behind the cabin, as illustrated
in Fig 9 The comparison between the
experimental data and the IBRANS simulations
carried out the structured and the LGR grid are
reported in Fig 10
Figure 9 Location of the PIV measurement sheet for
the velocity profiles in Figure 11
The agreement is satisfactory, showing that the structured grid captures all the qualitative details
of the complex three-dimensional separated flow1
In particular, both calculations show the strong downwash at the tail of the pick-up illustrated by the experiments
(a)
(b)
(c)
Figure 10 Streamlines in the symmetry plane for the
pick-up; (a) experiments, (b) LGR grid (c) structured grid
6
Trang 8A more quantitative comparison is presented in
Fig 11 where the velocity profiles in the wake
regions are compared The agreement is again
satisfactory but it shows that the LGR grid
captures the position of the shear layer (velocity
gradient) more accurately than the structured grid
This is a direct result of the increased resolution in the immediate vicinity of the immersed boundary that allows for a better description of the shear layer detaching from the top of the cabin
Figure 11 Comparisons of velocity component in x-direction obtained using the LGR grid (solid lines) and the
structured grid (dashed lines) PIV measurements are represented by symbols
Figure 12 Comparisons of surface pressure distributions on the symmetry plane
Trang 9It is worth noting that the worst agreement is
observed at the tail gate where the simulations
overestimate the velocity (profile x/L=0.98 and
x/L=1.04) This is probably due to unsteady effects
or to inaccuracy of the turbulence model
employed Unsteady simulations are currently
ongoing to evaluate precisely this effect
Finally in Fig 12 the pressure distribution on the
symmetry plane of the pick-up is presented and
compared to the measurements The same
comparison, reported in [1] provided an
encouraging overall agreement but a substantial
limitation in the accuracy of representing the
pressure peaks These are located at the base
and the top of the windshield where the boundary
layer are extremely thin The structured grid
captures substantially smoothed peaks with
15-20% error The LGR grid on the other hand
provides a better resolution in the vicinity of the
immersed boundary and therefore improves
dramatically the agreement with the experiments
CONCLUSIONS
A local grid refinement technique based on a novel
quasi-structured approach has been developed
and applied to the simulation of a two- and a
three-dimensional problem
The technique is based on the use of an
underlying, structured grid to build the connectivity
information and the actual computational grid with
hanging nodes A fully conservative second-order
discretization is employed in the context of a
RANS solver The immersed boundary technique
is used to represent curved boundaries on
non-aligned Cartesian meshes
The LGR represents an useful extension of the
solver providing increased resolution in the close
vicinity of the immersed boundary without the
classical structured grids penalty of grid lines
propagating to the boundaries
The validation cases demonstrate that the current
algorithm is in satisfactory agreement with the
structured solver applied on the underlying grid
The savings in terms of CPU are about 40-50%
and the memory penalty is substantially smaller
than classical AMR approaches
REFERENCES
1
Kalitzin, G., & Iaccarino, G., “Towards an Immersed Boundary RANS Flow Solver”, AIAA Paper
2003-0770
2
Berger, M, & Aftosmis, M, “Aspects (and aspect ratios) of Cartesian Mesh Methods”, 16th Int Conf Of Numerical Methods in Fluid Dynamics, 1998
3Ham, F E., Lien, F S., & Strong, A B., “A Cartesian Grid Method with Transient Anisotropic Adaptation”,
J Comp Phys., V 179, pp 469-494, 2002
4
Durbin P.A., & Iaccarino, G “Adaptive Grid Refinement for Structured Grids”, J Comp Physics, Vol.128, pp.110-121, 2002
5O’Rourke, “Computational Geometry in C”, John
Wiley, 1998
6
Ferziger, J.H., & Peric, M “Computational Methods
for Fluid Dynamics”, Springer 2002
7
Wilcox, D.C “Turbulence Modeling for CFD”, DCW
Industries, 1993
8Iaccarino, G & Verzicco, R., “Immersed Boundary Technique for Turbulent Flow Simulations” to appear
in Applied Mech Review, 2003
9
Majumdar, S., Iaccarino, G & Durbin, P A., “RANS Solver with Adaptive Structured Boundary Non-Conforming Grids”, CTR Annual Briefs, 2001
10 Kalitzin, G., & Iaccarino, G., “Turbulence Modeling in an Immersed Boundary RANS Method”, CTR Annual Briefs, 2002
11
Kalitzin, G., & Iaccarino, G., “Toward Immersed Boundary Simulations of High Reynolds Number Flows”, CTR Annual Briefs, 2003
12 Van der Vorst, “BICGSTAB, A Fast and Smoothly Converging Variant of BICG for the Solution of Non-Symmetric Linear Systems”, SIAM J Numer Anal, V 5, pp 530-558, 1992
13 “HYPRE, High Performance Preconditioners,, Vsn 1.8.1b”, Center for Applied Scientific Computing, Lawrence Livermore National Laboratory,
2003
14
Bernal, L & Khalighi, B, Personal Communication
8