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American Institute of Aeronautics and Astronautics Paper 2005-1247
1
A Grid Refinement Strategy for Impingement Limits Computation for an
Eulerian Collection Approach
Luis C. de Castro Santos, Luiz Tobaldini Neto, Ramon Papa, Daniel B. V. F. Da Silva
EMBRAER, São José dos Campos, SP, BRAZIL, 12227-901
Sutikno Wirogo
FLUENT Inc., Lebanon, NH, USA, 03766-1442
Abstract
Based on previous experience of the use of different mesh topologies (hexahedral, tetrahedral and
hybrid), the present work provides a study on refinement strategies for impingement limits computation.
Although hexahedral meshes are more accurate in the representation of surface gradients they require a higher
level of user expertise in mesh generation for complex configurations. The grid refinement strategy is based
on gradients of volume fraction (α) relying on the ability of the CFD solver (FLUENT) to maintain mesh
quality. Results indicate that the impingement region limits are rather insensitive to mesh choice, but the
maximum and averaged collection can vary significantly. Some general levels of equivalency are proposed
based on the experiments performed for the DLR-F4 configuration.
Introduction
The design of ice protection systems
relies on the accurate prediction of: i) the thermal
load, directly related to the collection efficiency of
the aerodynamic surface, which is the amount of
energy necessary to prevent the supercooled
droplets from freezing; and ii) the impingement
limits, which define the extension of the protected
region, and consequently the geometrical sizing of
the system. As has been reported by several
authors in literature [1,2,3,4], the use of Eulerian
methods has several advantages for practical
applications. Discrete particle methods, although
extensively used in several industry codes, are not
cost effective when dealing with complex three-
dimensional shapes. The number of particles
seeded has to be very high in order to provide a
precise and smooth computation of β. Eulerian
methods, on the other hand, eliminate the particle
seeding issue since the droplets are represented as
a continuous phase. But, as any scalar transport
equation, it is subject to numerical issues such as
artificial dissipation, which can mask the actual
physical results. A common requirement of both
methods is a fine representation of the surface,
and therefore a significant fraction of the analysis
time is spent on rigorous grid generation followed
by an intensive number-crunching period. Since
this is the bottleneck of the analysis, any effort in
order to reduce analysis time can have a
significant impact on the overall cost of the risk
assessment. In the preliminary design phase, when
the configuration changes rapidly, it is important
to be able to provide a compatible estimate of the
ice protection system requirements in the same
rate of update as the other disciplines, in order to
remove any bottleneck of the multidisciplinary
design process. These requirements support the
use of tetrahedral meshes, which are considerably
easier to generate and automatize.
Previous results [8] for a non-lifting
configuration, a sphere, indicate clearly that levels
of collection are substantially lower for tetrahedral
meshes when compared with hexa and hybrid
meshes. The results indicated that for the sphere
the impingement limits are less sensitive than the
overall water catch (the surface integral of the
collection coefficient). A major issue is the
number of elements required to reach a similar
solution quality. From the pure hexa to hybrid
grid the increase of cell volumes is four fold,
consequently the computational cost rises four
times.
In order to validate the findings for the
sphere, a typical configuration, the DLR-F4 wing-
body geometry, was used. For an initial
comparison two meshes were used: An extra
coarse hexa mesh, obtained by de-refining the
coarse mesh generated by ICEM for Drag
Prediction Workshop, with 692558 volume cells
and 12710 surface quads; and a tetra mesh with a
prism layer generated also by ICEM, with
1964682 volume cells and 79124 surface tri.
The flow field corresponds to an average
holding pattern at 15,000 ft, ISA, at 200 knots,
43rd AIAA Aerospace Sciences Meeting and Exhibit10 - 13 January 2005, Reno, Nevada
AIAA 2005-1247
Copyright © 2005 by the American Institute of Aeronautics and Astronautics, Inc. All rights reserved.
American Institute of Aeronautics and Astronautics Paper 2005-1247
2
AOA 2°, with MVD=40 µm droplets. Both flow
and droplet Eulerian phase where obtained using
FLUENT, just as the previous sphere cases. For
the hexa mesh the shadowing effects on the wing
due to the presence of the fuselage and the sharp
impingement limit boundary, especially in the
lower surface of the wing where clearly
estabilished. On the tetra + prism mesh although
the maximum level of collection is reached, when
compared to the hexa mesh, there is a
considerable spread in the impinged area.
Therefore an issue related to the influence of the
section lift on the impingement limits was raised,
since for the sphere both hexa and hybrid meshes
display similar impingement limits.
Based on this experience a study on grid
refinement is performed in an attempt to remedy
this problem. The purpose of the present work is
to investigate the effect on both pressure
distribution and levels of volume fraction (α) of
the adaptation of a baseline coarse tetrahedral
mesh to evaluate this process in the support of
preliminary design studies. The DLR-F4
configuration is again used as baseline to
represent a typical aircraft configuration.
Numerical Method
For ice accretion analysis it is assumed that
the volume fraction of the water droplets is small
and the aerodynamic effects on the continuous gas
flow field are negligible. This permits the
computation of the droplet motion to be
decoupled from the gas flow calculations. The
flow field of the gas phase around the body is
calculated using the FLUENT general-purpose
solver, which is applicable to inviscid/viscous and
incompressible/compressible flow fields. A
description of the solver can be found in the
Fluent User’s Guide [9].
The droplet motion can be solved either in the
Lagrangian or the Eulerian frame. The governing
equations for the particle motion in the
Lagrangian frame is:
Fuuu
a+−= )(K
dt
d (1)
where u is the droplet velocity vector and ua is the
gas phase velocity vector. F is the force per unit
mass on the droplet due to external sources other
than the drag. Such external forces can be the
pressure gradients in the fluid, the added mass
effect or the force due to gravity.
The corresponding droplet conservation
equations in the Eulerian frame are given below:
( ) 0=⋅∇+∂
∂uαρ
αρ
t (2)
( ) Fuuu uu
aαραραρ
αρ+−=⊗∇+
∂
∂)( K
t
(3)
where⊗ is the dyadic product, α ,is the droplet
volume fraction and K is the momentum exchange
coefficient related to drag.
The droplet x, y and z velocities along with its
volume fraction are defined as User-Defined-
Scalars in FLUENT. These are solved according
to equations (2) and (3) in finite volume
formulation using the User-Defined-Scalar-
Transport framework in FLUENT. The boundary
conditions and the relation to compute the
collection coefficient (β) can be found on
references [1,2,3].
Reference [4] presents several validation
cases, with respect to other tools as LEWICE [5]
and FENSAP-ICE [3], and also to experimental
data, including full three-dimensional geometries
such as the Boeing 737-300 engine nacelle wind
tunnel model [7]. All these results support the
confidence on the use of the computational model
provided by FLUENT as a reliable tool for ice
colletion analysis.
Mesh Generation and Adaptation
As previously mentioned, the generation of
pure tetra meshes, even for complex
configurations, has become extremely simple and
fast in modern day grid generation tools, such as
GAMBIT and ICEM-CFD. Therefore during the
preliminary design phase, due to the continuous
update of the configuration, it is desirable to use
such mesh topology. But a compromise in
solution quality must be met. In order to illustrate
this issue with regard to ice collection and ice
protection system design, a coarse baseline tetra
mesh for the DLR-F4 is generated. This mesh has
230479 volume cells and 36448 surface tri. As
before, the flow field corresponds to average a
holding pattern at 15,000 ft, ISA, at 200 knots,
AOA 2°, with MVD=40 µm droplets. The
solution for the volume fraction for is show in
Figure 4. Based on this solution a sequence of
adapted meshes is generated using FLUENT. The
gradient of the volume fraction computed, with
maximum magnitude reaching 0.22. This mesh is
American Institute of Aeronautics and Astronautics Paper 2005-1247
3
adapted for refinement only (coarsening is
disabled) and only conformal elements are
allowed (preventing hanging nodes). Only a
maximum of two levels of refinement are allowed.
Three meshes are generated for gradient threshold
of 0.20, 0.15 and 0.05; that is any cell which
gradient is above such level is refined. This
procedure resulted in meshes with 690408,
734605 and 1003030 cells respectively, which
represents a growth ratio with respect to the
original tetra mesh of 3.00, 3.19 and 4.35. The
number of triangular faces is respectively 38930,
39456 and 42714, representing growth ratios of
1.07, 1.08 and 1.17. The relation between surface
refinement, which is very important for accurate
impingement limit computation, and number of
cells which controls the overall solution quality,
as presented above, stress how is the steep rate of
growth of computational cost. Figure 4 shows the
mesh overview along a cut plane at y=0.8, which
is a section close to the wing root of the DLR-F4
model.
Collection Efficiency Results
Both the flow field and scalar transport are
computed for each of the meshes obtained by
adaptation. Figure 4 show a cut plane located at y
= 0.8, close to the wing root. On Figure 4a the
baseline tetra mesh is shown. On Figure 4b,
Figure 4c and Figure 4d respectively one can see
the meshes for the gradient threshold of 0.2, 0.15
and 0.05. It is clearly noticeable that adaptation
process concentrated points near the leading edge
where the gradient between the impinged and the
shadow is higher. The computed collection
coefficient (β) for each mesh is shown on Figure
5. The sequence of refinement is better observed
on the fuselage surface. In general there isn’t
much change on the surface distribution β on the
wing surface, except for the most refined mesh
(gradient threshold 0.05), in which there is a
considerable loss of quality. This effect is rather
odd, but as one analyzed the plots of β for every
wing section, on Figure 6, this anomaly seems to
be confined to first section. It is believed that
since this is the mostly adapted mesh, starting
from the original baseline coarse tetra, the
smoothing and edge swapping algorithm of
FLUENT was unable to improve the mesh quality,
even being applied several successive times,
mainly due to the proximity of the fuselage on
that region of the wing. An analysis of the results
for the collection coefficient (β) for each section
is summarized on Table I. In average there is an
under prediction of the maximum β of 75%. With
respect to impingement limits for the upper
surface the error is much lower than on the lower
surface, being more critical closer to the fuselage.
Comparing figures 4a-4d one can conclude that
surface mesh quality is a more critical issue than
surface number of elements when we consider
collection efficiency distribution.
Surface Pressure Distribution
The results for collection efficiency raised an
issue regarding the accurate representation of the
flowfield itself. Therefore, on Figure 7, the plots
for negative Cp are displayed in sequence from
the inboard to the outboard of the wing. It is
clearly visible that the adaptation procedure was
effective in better representing both the suction
peak on the upper surface as the stagnation point.
Conclusions
The analysis of the previous results leads to
the conclusion that the effectiveness of the
adaptation for ice collection based on tetrahedral
meshes is questionable. To reach the level
accuracy of a hexahedral mesh seems to be
impractical due to level of refinement required.
Adaptation, which allows the addition of points
where needed, seems also to require a lot from the
mesh correcting algorithms, and therefore for
higher level of quality may also be unfeasible.
The use of quickly generated tetra meshes may
still be justified since, at least qualitatively, the
thermal load, which proportional to the integral of
the collection profile is very similar.
Additional studies on those issues will be
performed in a near future.
References
[1] - Y. Bourgault, Z. Boutanios and W.G.
Habashi.: An Eulerian Approach to 3-D Droplet
Impingement Simulation Using FENSAP-ICE.
Part I: Model, Algorithm and Validation, Journal
of Aircraft, 37:95-103, 2000.
[2] - Y. Bourgault and W.G. Habashi: A new
PDE-based Icing Model in FENSAP-ICE.
Canadian Aeronautics and Space Institute, 7th
CASI Aerodynamics Symposium, Montreal,
Quebec, Canada, May 2-5, 1999.
[3] - Y. Bourgault and W.G. Habashi: A new
PDE-based Icing Model in FENSAP-ICE.
Canadian Aeronautics and Space Institute, 7th
American Institute of Aeronautics and Astronautics Paper 2005-1247
4
CASI Aerodynamics Symposium, Montreal,
Quebec, Canada, May 2-5, 1999.
[4] – S. Wirogo, S. Srirambhatla; An Eulerian
Method to Calculate the Collection Efficiency on
Two and Three Dimensional Bodies. 42th AIAA
Annual Meeting and Exhibit, Reno, Nevada,
2003.
[5] - Ruff, G.A., and Berkowitz, B.M., 1990.
“Users Manual for the NASA Lewis Ice Accretion
Prediction Code (LEWICE).” NASA CR185129.
[6] – Bidwell, C.S., and Mohler, S.R. Jr., 1995.
“Collection Efficiency and Ice Accretion
Calculations for a Sphere, a Swept MS(1)-317
Wing, a Swept NACA-0012 Wing Tip, an
Axisymmetric Inlet, and a Boeing 737-300 Inlet.”
NASA TM 106831.
[ 7] - Papadakis, M., Elongonan, R., Freund, G.A.
Jr., Breer, M., Zumwalt, G.W., and Whitmer, L.,
1989. “An Experimental Method for Measuring
Water Droplet Impingement Efficiency on Two-
and Three-Dimensional Bodies.” NASA CR 4257.
[8] – L. C. de C.Santos , L. Tobaldini Neto, R.
Papa, G.L. Oliveira, A.B. Jesus, S. Wirogo : Grid
Sensitivity Effects in Collection Efficiency
Computation. 43th AIAA Annual Meeting and
Exhibit, Reno, Nevada, 2004.
[9] - Fluent 6.0 User’s Guide, 2001, Fluent Inc.
Table I – Mesh Comparison
hexa prism base tetra tetra adpt 0.20 tetra adpt 0.15 tetra adpt 0.05
volume cells 692558 1964682 230479 690408 734605 1003030
surface faces 12710 79124 36448 38930 39456 42714
max beta y 0.8 0.45 0.45 0.37 0.37 0.37 0.20
imp lim low y 0.8 0.04 -0.07 -0.10 -0.10 -0.10 -0.10
imp lim hi y 0.8 0.14 0.15 0.15 0.15 0.15 0.15
max beta y 2.0 0.67 0.67 0.41 0.42 0.42 0.43
imp lim low y 2.0 0.15 0.08 0.08 0.08 0.08 0.08
imp lim hi y 2.0 0.2 0.22 0.22 0.22 0.22 0.22
max beta y 4.0 0.75 0.75 0.5 0.6 0.6 0.6
imp lim low y 4.0 0.34 0.295 0.295 0.295 0.295 0.295
imp lim hi y 4.0 0.375 0.38 0.38 0.38 0.38 0.38
max beta y 5.5 0.775 0.725 0.5 0.5 0.51 0.52
imp lim low y 5.5 0.48 0.455 0.455 0.455 0.455 0.455
imp lim hi y 5.5 0.5 0.515 0.515 0.515 0.515 0.515
American Institute of Aeronautics and Astronautics Paper 2005-1247
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Fig. 3 Baseline Tetra Mesh - UDM 3 (volume fraction) - Contours for select cuts (y=0.8, 2.0, 4.0, 5.5)
American Institute of Aeronautics and Astronautics Paper 2005-1247
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(a) tetra baseline (b) tetra adapted gradient threshold 0.20
(c) tetra adapted gradient threshold 0.15 (d) tetra adapted gradient threshold 0.05
Fig. 4 – Cut planes (y=0.8)
(a) tetra baseline
American Institute of Aeronautics and Astronautics Paper 2005-1247
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(b) tetra adapted gradient threshold 0.20
(c) tetra adapted gradient threshold 0.15
(d) tetra adapted gradient threshold 0.05
Fig. 5 – Surface plot of Collection Efficiency (UDM4) and grid refinement for different meshes
American Institute of Aeronautics and Astronautics Paper 2005-1247
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(c) y = 4.0
(d) y = 5.5
Fig. 6 – Local Collection Coefficient (UDM4) Comparison along y-stations for different meshes