WALL-BOUNDED AND FREE-SURFACE TURBULENCE
AND ITS COMPUTATION
(July - December 2004)
~ Abstracts ~
Decaying turbulence in an
active-grid-generated flow and comparisons with large-eddy
simulation
Hyung-Suk Kang, Johns Hopkins University
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CFD for complex industrial
flows: Strategies for rurbulence modelling
Brian Launder, The University of Manchester
The lecture begins by arguing that the usual CFD approach
to the computation of industrial flows, namely two-equation
eddy-viscosity models matched to log-law ‘wall functions’
close to solid boundaries, is an inadequate basis in most
applications. Alternatives are therefore discussed: non-linear
eddy viscosity models and second-moment closures. It is argued
that the former approach is only worthwhile if one includes up
to cubic products of strain and vorticity in the constitutive
equation while the second is generally beneficial only if one
adopts special practices for handling the effects of the wall
on the pressure-containing correlations. Particular attention
is given to the Two-Component Limit approach to modelling
these terms adopted at UMIST. Two new strategies for wall
functions are presented, one an analytical approach, the other
a numerical treatment. Both are shown to be far more generally
applicable than the log-law approach that they supersede.
Numerous applications are shown of three-dimensional flows.
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Turbulence modelling of
buoyancy-affected flows
Brian Launder, The University of Manchester
The earth’s gravitational field has very important and
wide-ranging effects on turbulent flows. The most important
sub-classification is between flows where the effects of
buoyancy are felt principally on the mean flow and those where
the direct effect is on the turbulent fluctuations (which in
turn has an impact on the mean motion). The former flows may
often be represented with quite rudimentary turbulence models
while the latter generally require second moment closure and,
in some cases third-moment closure or an unsteady RANS
approach. The lecture provides a survey of alternative models
and methodologies and the types of flow to which they may be
successfully applied. Applications range from vertical flows
through heated pipes and annuli to the mixing of horizontal
streams of different densities.
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Large eddy simulations on
unstructured grids
Maria Vittoria Salvetti, University of Pisa, Italy
In the perspective of the application of large-eddy
simulation (LES) to problems of industrial or engineering
interest, the use of unstructured grids becomes particularly
attractive, because of their friendliness when applied to
complex realistic geometries. Although less numerous than
those using structured grids, the examples of LES on
unstructured grids have increased in the last decade.
The aim of the present seminar is to outline the main
difficulties related to LES on unstructured grids and to
briefly review the different choices adopted in the
literature.
Then, the implementation of the LES approach in a code
which may be considered as a prototype of industrial numerics
is presented. The numerical solver [1] is based on a mixed
finite-volume/finiteelement formulation, applicable to
unstructured grids. The Roe flux difference splitting is the
basic scheme for the approximation of the convective fluxes
and the MUSCL reconstruction method is employed to obtain
second-order accuracy in space. Either implicit or explicit
schemes are available to advance the equations in time.
The choices adopted for numerical viscosity, SGS modeling
and time-advancing are described. In particular, a MUSCL
reconstruction technique is presented [2] for which the
resulting numerical viscosity is proportional to sixth-order
spatial derivatives and, thus, more concentrated on the
highest resolved frequencies than in classical stabilization
methods.
The capabilities of the presented method and of the adopted
choices are illustrated by examples of application to flows
around bluff bodies and lifting surfaces at high angle of
attack.
References
[1] C. Farhat, B. Koobus, and H. Tran. Simulation of vortex
shedding dominated flows past rigid and flexible structures.
In Computational Methods for Fluid-Structure Interaction,
pages 1–30. Tapir, 1999.
[2] S. Camarri, M. V. Salvetti, B. Koobus, and A. Dervieux.
A low-diffusion MUSCL scheme for LES on unstructured grids.
Computers and Fluids, 33(9):1101–1129, 2004.
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Hybrid RANS/LES simulations on
unstructured grids
Maria Vittoria Salvetti, University of Pisa, Italy
The motivations leading to hybrid RANS/LES simulations and
the different approaches are briefly reviewed. Then, a hybrid
RANS/LES approach based on the idea of Limited Numerical
Scales (LNS) [1], is presented.
The basic idea of LNS consists in a blending between an
eddy-viscosity RANS closure model and an LES one, depending on
the local grid resolution. In the proposed approach, the main
ingredients are the standard k –
ε model for compressible flows
for the RANS part and the subgrid scale Smagorinsky model for
LES. Moreover, the blending function is such that the lowest
value of eddy viscosity is used among those given by RANS and
LES closure respectively.
The hybrid RANS/LES approach is implemented in a numerical
solver [2] for the simulation of compressible flows, in which
the discretization is carried out on unstructured grids
through P1 Galerkin finite elements for the viscous terms and
a finite volume approach for the convective ones. The Roe flux
difference splitting is the basic scheme for the approximation
of the convective fluxes and the MUSCL reconstruction method
is employed to obtain second-order accuracy in space. A low
diffusion version stabilized with sixth-order spatial
derivatives is used [3]. Either implicit or explicit schemes
are available to advance the equations in time.
The LNS model is applied to the simulation of the flow
around a square cylinder at a Reynolds number of 20000. The
results are compared with those obtained with RANS and LES
respectively and with experimental data. On fine grids, as
those typically used in LES, the LNS approach recovers the LES
accuracy. Conversely, on coarse grids, it gives better results
than both LES and RANS simulations and, in particular, an
excessive damping of the flow unsteadiness is avoided by the
use of the blended LNS eddy-viscosity. Finally, it is shown
that, at least for the considered test-case, a completely RANS
treatment of the near wall region is obtained in LNS, while
the Smagorinsky eddy viscosity is used in the wake.
References
[1] P. Batten. LNS - An approach towards embedded LES. In
AIAA Paper 2002-0427. American Institute of Aeronautics
and Astronautics, 2002.
[2] C. Farhat, B. Koobus, and H. Tran. Simulation of vortex
shedding dominated flows past rigid and flexible structures.
In Computational Methods for Fluid-Structure Interaction,
pages 1–30. Tapir, 1999.
[3] S. Camarri, M. V. Salvetti, B. Koobus, and A. Dervieux.
A low-diffusion MUSCL scheme for LES on unstructured grids.
Computers and Fluids, 33(9):1101–1129, 2004.
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Flow control
Mohamed Gad-el-Hak, Virginia Commonwealth University
The ability to actively or passively manipulate a flow
field to effect a desired change is of immense technological
importance. In its broadest sense, the art of flow control
probably has its roots in prehistoric times when streamlined
spears, sickle-shaped boomerangs, and fin-stabilized arrows
evolved empirically by archaic Homo sapiens. As defined by
Flatt (1961), the term boundary layer control includes any
mechanism or process through which the boundary layer of a
fluid flow is caused to behave differently than it normally
would were the flow developing naturally along a smooth
straight surface. In this presentation, methods of control to
achieve transition delay, separation postponement, lift
enhancement, drag reduction, turbulence augmentation, or noise
suppression are considered. Emphasis is placed on external
boundary-layer flows although applicability of some of the
methods reviewed for internal flows will be mentioned. An
attempt is made to present a unified view of the means by
which different methods of control achieve a variety of end
results. Performance penalties associated with a particular
method such as cost, complexity, or trade-off will be
elaborated. The presentation will emphasize flow control
technology developed specifically for the aviation industry.
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Turbulence: The Taming of the
Shrew
Mohamed Gad-el-Hak, Virginia Commonwealth University
Considering the extreme complexity of the turbulence
problem in general and the unattainability of first-principles
analytical solutions in particular, it is not surprising that
controlling a turbulent flow remains a challenging task, mired
in empiricism and unfulfilled promises and aspirations. Brute
force suppression, or taming, of turbulence via active control
strategies is always possible, but the penalty for doing so
often exceeds any potential savings. The artifice is to
achieve a desired effect with minimum energy expenditure.
Spurred by the recent developments in chaos control,
microfabrication and neural networks, efficient reactive
control of turbulent flows, where the control input is
optimally adjusted based on feedforward or feedback
measurements, is now in the realm of the possible for future
practical devices. But regardless of how the problem is
approached, combating turbulence is always as arduous as the
taming of the shrew. The former task will be emphasized during
the oral presentation, but for this abstract we reflect on a
short verse from the latter.
From William Shakespeare's The Taming of the Shrew.
Curtis (Petruchio's servant, in charge of his country
house): Is she so hot a shrew as she's reported?
Grumio (Petruchio's personal lackey): She was, good Curtis,
before this frost. But thou know'st winter tames man, woman,
and beast; for it hath tamed my old master, and my new
mistress, and myself, fellow Curtis.
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Flow physics in microdevices
Mohamed Gad-el-Hak, Virginia Commonwealth University
Interest in microelectromechanical systems (MEMS) has
experienced explosive growth during the past few years. Such
small devices typically have characteristic size ranging from
1 mm down to 1 micron, and may include sensors, actuators,
motors, pumps, turbines, gears, ducts and valves. Microdevices
often involve mass, momentum and energy transport. Modeling
gas and liquid flows through MEMS may necessitate including
slip, rarefaction, compressibility, intermolecular forces and
other unconventional effects. In this presentation, I shall
provide a methodical approach to flow modeling for a broad
variety of microdevices. The continuum-based Navier-Stokes
equations-with either the traditional no-slip or slip-flow
boundary conditions-work only for a limited range of Knudsen
numbers above which alternative models must be sought. These
include molecular dynamics (MD), Boltzmann equation, Direct
Simulation Monte Carlo (DSMC), and other
deterministic/probabilistic molecular models. The present talk
will broadly survey available methodologies to model and
compute transport phenomena within microdevices.
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Reynolds number effects in
wall-bounded turbulent flows
Mohamed Gad-el-Hak, Virginia Commonwealth University
Most studies on turbulent wall-bounded flows are being
carried out at rather low Reynolds numbers. Since many
practical flows have very high Reynolds number, the question
is how relevant are the low-Reynolds-number data to field
situations? Except for the mean flow review of Coles (1962),
the Reynolds number effects on higher-order turbulence
statistical quantities and on coherent structures have not
been adequately researched; and there are some unresolved
aspects of the effects on even the mean flow at very high
Reynolds number. The key points of the present survey of
published data are:
- The widely accepted asymptotic state of the wake
component is present only in the range 5,000 < Reθ
< 15,000. At higher values, it drops although at a much
slower rate.
- The Reynolds number dependence of the post-transition
relaxation length is not well understood. (3) The Clauser's
shape parameter is Re dependent at Req < 1000.
- Unlike the mean flow, the statistical turbulence
quantities do not scale accurately with the wall-layer
variables over the entire inner layer. Such scaling applies
over only a very small portion of the inner layer adjacent
to the wall.
- While the variously defined (small) length scales differ
greatly from each other at low Reynolds number, they all
asymptote to the mixing length at Reθ
> 10,000.
- The outer layer structure changes continuously with
Reynolds number, and very little is known about the
structure of very high-Reynolds-number turbulent boundary
layers.
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Immersed boundary method for flow
and heat transfer inside/over a complex geometry
Haecheon Choi, Seoul National University
A new immersed-boundary method for simulating flows over or
inside complex geometries is developed by introducing a mass
source/sink as well as a momentum forcing. Also, a heat
source/sink is introduced to simulate the temperature fields
over or inside complex geometries. The present method is based
on a finite-volume approach on a staggered mesh together with
a fractional-step method. Both momentum forcing and mass
source/sink are applied on the body surface or inside the body
to satisfy the no-slip boundary condition on the immersed
boundary and also to satisfy the continuity for the cell
containing the immersed boundary. Heat source/sink is applied
to satisfy the thermal conditions such as the iso-thermal and
iso-heat-flux conditions. Several examples of applying the
immersed boundary method will be presented: e.g. large eddy
simulation of turbulent flow inside a ribbed channel, large
eddy simulation of turbulent flow over a sphere, RANS of flow
past a triangluar cylinder, etc.
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Active and passive control of
turbulence
Haecheon Choi, Seoul National University
In this talk, the results from both numerical and
experimental studies on active and passive controls for drag
reduction are presented. We consider the form drag reduction
for flow over a bluff body. The bluff bodies considered in our
study are the circular cylinder, sphere and two-dimensional
model vehicle at a wide Reynolds number range. The control
methods investigated are the suboptimal control, single
frequency forcing, distributed forcing, and control with a
passive device. It is shown that some of the control methods
suggested significantly reduce the form drag for various
Reynolds numbers.
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Large eddy simulation of enclosed rotor-stator flow
Chao-An Lin, National Tsing Hua University
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Large Eddy simulation in
support of RANS modelling
Michael Leschziner, Imperial College London
LES is regarded by some as a prediction method that will
eventually replace RANS modelling in a practical environment.
However, those engaged in major studies of both strategies are
well aware that both have serious (though different) sets of
limitations, which constrain their general use and which
require careful consideration and discrimination. While LES
obviously returns a ‘full’ temporal and spatial representation
of turbulence, and with it the turbulence dynamics, the
numerical resolution needed to achieve adequate accuracy is
formidable in sheared near-wall flows at elevated Reynolds
numbers, for which the required near-wall grid density does
not differ drastically from that in DNS. Separation from
gently curved surfaces is a case in point, for in this, the
evolution of the boundary layer towards separation needs to be
carefully resolved. Experience with LES applied to marginally
stalling aerofoils, for example, suggests that grids of the
order 107 nodes are needed for a spanwise domain that is even
a small fraction of the chord. The development of more
economical hybrid RANS/LES schemes is being pursued
vigorously, worldwide, but there are a number of important
uncertainties and problems that need to be resolved. The
lecture will address these, among other topics. RANS will
therefore remain the mainstay of CFD for many years to come,
especially for flows dominated by near-wall shear layers.
Whatever its future in practical CFD, LES has an important
role to play in the development and validation of RANS models,
at a cost significantly lower than DNS. The important
constraint to respect in its exploitation to this end is that
the filtered-out motion and the subgrid-scale stresses do not
affect the accuracy of the simulation, to the extent that the
second and third moments are returned with sufficient accuracy
within the primary regions of interest. If this is done, LES
can provide extremely useful results for model validation,
including budgets for the Reynolds-stress components. In fact,
such data are potentially even more useful than experimental
measurements, because the conditions at the boundaries of the
simulation domain can be controlled more carefully than in
experiments. Thus, if statistical spanwise homogeneity (i.e.
perfect statistical two-dimensionality) is desired, periodic
conditions can be applied to a sufficiently wide spanwise
slab. Streamwise periodicity – for example, in the case of a
nominally infinite streamwise sequence of obstacles – can
similarly be prescribed virtually perfectly.
The lecture will deal with some of the issues noted above.
LES studies will be reviewed, in which near-wall structure and
resolution are important issues. In most cases, stress budgets
have been extracted, in addition to other quantities, and
these have been used (and continue to be used) as references
for RANS modelling studies. The lecture will also deal with
the effectiveness of approximate near-wall treatments for
high-Re flows, aiming to reduce substantially the resource
requirements of wall-resolving simulations.
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Second-moment and related
turbulence closure models: potential, achievements and
prospects for complex flows
Kemal Hanjalic, Delft University of Technology
Despite almost three decades of development and
indisputable progress, turbulence models are still regarded as
the major weakness of CFD packages. A variety of models with
different levels of sophistication and potential are available
nowadays, but most industrial CFD codes still use the
rudimentary two-equation eddy-viscosity k-ε
or k-ω models with linear
stress-strain relationship. While recognizing the limitation
of the simple linear models, recent interest of industry in
model improvements has been confined mainly to the revival of
the non-linear eddy-viscosity and explicit algebraic models.
Three equation models, notably with elliptic relaxation, or
with equation for one of the turbulent stress invariants, are
also gaining in popularity. However, differential
second-moment (Reynolds-stress) models, long expected to
become industrial standard, are still viewed as a development
target rather than as a proven and mature technique.
Eddy-viscosity models - irrespective of their level - have
serious deficiencies and limitations, as will be illustrated
by a brief overview of some notable failures. The rationale
for employing more advanced models for computation of complex
flows (primarily at the second-moment closure level) will be
discussed, focusing on predicting effects of stress
anisotropy, streamline curvature, rotation, compression and
transition. Several current approaches to improving the
second-moment closures will be discussed, which include
variable-coefficients quasi-linear and non-linear
pressure-strain models, elliptic relaxation, and viscous and
near-wall modifications.
The superiority of these models will be illustrated by a
series of computational examples with a new second-moment
closure, which includes non-equilibrium attached, separating
and reattaching flows, impingement, secondary motion, cyclic
compression, swirl and system rotation. The modeling of
molecular effects both near and away from a solid wall and
associated laminar-to-turbulent and reverse transition will
also be discussed. Examples include by-pass and
separation-induced transition and revival of laminarized
turbulence in oscillating flows.
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Closure models for turbulent
flows driven by thermal buoyancy and other body forces
Kemal Hanjalic, Delft University of Technology
Turbulent flows driven or influenced by thermal buoyancy
are frequently encountered in many technological applications,
such as building structures, space heating and cooling, smoke
and fire spreading, nuclear reactor containment, radioactive
waste containers, electronics equipment, solar collectors,
crystal growth. Environmental flows in the atmosphere and
water accumulations are also dominated by buoyancy force.
These flows are, however, featured by phenomena that pose
special challenge to conventional one-point closure models.
Inherent unsteadiness, energy non-equilibrium,
counter-gradient diffusion, strong pressure fluctuations, lack
of universal scaling, all believed to be associated with
distinct large-scale coherent eddy structures, are hardly
tractable by Reynolds-type averaging. Buoyancy produces a
unidirectional stratification and, depending on the
orientation of the temperature-gradient vector imposed by the
boundary conditions with respect to the gravitation vector, a
variety of regimes may coexist. Second-moment closures, though
inadequate for providing information on eddy structure, offer
better prospects for capturing at least some of the phenomena
than eddy-viscosity models, though they require a large number
of equations to be solved.
We review the rationale and some specific modeling issues
related to buoyant flows within the realm of one-point
closures. The inadequacy of isotropic eddy-diffusivity models
is first discussed, followed by the rationale of the
second-moment modeling and its term-by-term scrutiny based on
direct numerical simulations (DNS). Obvious deficiencies are
identified and some new proposals for model improvement are
presented, illustrated by a priori validation in several
generic cases, including flows with heating from sides and
from below. Algebraic models based on a rational truncation of
the differential second-moment closure are proposed as the
minimum closure level for complex flows. Despite deficiency in
this assumption, it shown that a quasi-linear algebraic model
reproduces well the mean flow properties, turbulence second
moments and wall heat transfer in a variety of wall-bounded
buoyant flows. The concept is extended to forced and
buoyancy-driven flows of conductive fluids subjected to
magnetic field.
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Transient RANS for “ultra hard”
thermal convection and environmental flows at extreme Rayleigh
numbers
Kemal Hanjalic, Delft University of Technology
Much controversy surrounds the physics of turbulent thermal
convection, especially over heated horizontal surfaces at very
high Rayleigh numbers. The interest is motivated not only by
scientific curiosity, but also by the importance in
understanding thermal convection in atmosphere, oceans, earth
mantle, and in many technological applications. Major
turbulence source is the surface boundary layer, which
controls the plume release and heat transfer, but because of
extremely small thickness, neither measurements nor numerical
simulations (DNS, LES) can at present resolve its structure if
Ra is beyond 1010. On the other hand, the well-organised
large-scale convective structures act as the major carrier of
momentum and heat across the outer domain and their resolution
in time and space is essential for predicting any property of
interest.
We show that a time-dependent Reynolds-Averaged Navier-Stokes
(T-RANS) approach can reproduce not only the long-term
averaged parameters and turbulence statistics over a much
higher Ra range than possible by LES, but also to capture the
coherent roll/cell structure (VLES) and their reorganization
due to a change in Ra number, boundary configuration
(plane-versus wavy walls), or the action of another (Lorentz)
body force. The large scale deterministic motion is fully
resolved in time and space, whereas the unresolved stochastic
motion is modelled by a 'subscale' model for which a
conventional 3-equations (k-ε-θ)
algebraic stress/flux closure was used. The validation against
DNS data for low Ra, and experiments for moderate Ra for
Rayleigh-Bénard and penetrative convection show excellent
agreement. The method was then used to simulate very high Ra
numbers (up to 1017), revealing a consolidation and
dramatic thinning of the wall thermal boundary layer with an
increase in the Ra number, with finger-like plumes between
planform structures becoming also thinner, more distant, but
much more vigorous. Application of the method to a
real-life-scale environmental problems is demonstrated in
examples of air movement and smoke spreading in heated
furnished and occupied residential space, in summer air
conditioned room and in diurnal air movement and pollutant
spreading over a town situated in a mountainous valley of
complex orography, topped by an inversion layer.
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Hybrid RANS/LES approaches for
high Re number turbulent flows
Kemal Hanjalic, Delft University of Technology
Formidable resolution challenge in LES of wall-bounded
turbulent flows for high Reynolds numbers and complex geometry
has triggered significant research in exploring alternative
computational approaches, directed primarily towards merging
LES and RANS strategies. The research pursued by various
groups over the past few years has disclosed however, that the
problem is more difficult than originally envisaged: two
methods differ in essence and a simple merging poses serious
problem in reconciling different physics. The problem is
equally acute in the zonal approach with a conventional RANS
in the near-wall region and the conventional LES with a
grid-size-based subgrid scale model in the outer flow, as it
is in the “seamless” approach using the same model throughout
the flow with a continuous sub(grid)scale model modification.
Although common RANS models seem to reproduce the velocity
response to external perturbations fed from LES across the
RANS/LES interface surprisingly close to the genuine LES
fluctuations, some dynamically important small scale structure
in the buffer layer are missing, leading to failure in
reproducing even the standard log-law in equilibrium wall
flows. This physical inconsistency seems intractable to simple
merging because the same form of equations are solved
irrespective of their interpretation – filtered or averaged,
and the modifications of the subs(grid)scale model generally
failed to cure the problem. Some extra forcing has been
recently proposed to compensate for RANS deficiency and thus
to reconcile the physical inconsistency between the two
approaches. These issues will be discussed and illustrated by
some tests conducted by the author’s and other groups, using
different approaches.
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Analysis of the spectral
Variational Multiscal Method
Pierre Sagaut, LMM - University of Paris VI (Pierre et
Marie Curie)/(CNRS)
The search for self-adaptive subgrid turbulence models
yields the definition a a large number of methods and models.
But a comon feature shared by all recent approaches is that
they rely on a two-scale/two-level decomposition of the
resolved velocity field, properties of the subgrid motion
being "extrapolated" thanks to some self-similarity
assumptions. A very recent appraoch, coined as the Variational
Multiscale Methods, was proposed by T.J.R. Hughes and his
co-workers in 2001. It is based on an orthogonal (in some
sense) decomposition of the resolved velocity field and the
subgrid model is built using the smallest resolved scales
only. This model is local in terms of wave number, rendering
it "self-adaptive" or "dynamic". The lecture will deal with
the sensitivity of the model to its components in the case of
fully developed turbulence in the limit of infinite Reynolds
numbers
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Towards large Eddy simulation of
real wall-bounded flows
Christer Fureby, The Swedish Defence Research Agency (FOI)
Large Eddy Simulation (LES) of complex wall bounded flows
becomes prohibitively expensive at high Reynolds (Re) numbers
if one attempts to resolve the small but dynamically important
vortical structures, especially in the near wall region. The
LES wall boundary condition problem is to account for the
effects of the near-wall turbulence between the wall and the
first node and its transfer of momentum to the wall. In LES of
high-Re-number flows we may either try to resolve the
near-wall dynamics or we may try to model it. The first
approach calls for very fine grids in the near-wall region,
taking advantage also of local grid refinement and
unstructured grids. For flows in engineering applications
(high Re and complex, and possibly moving, geometries) this
approach is expensive but technically feasible. The second
approach calls for more sophisticated modeling of the complex
flow in the near-wall region, but is currently the only
afford-able method. When using wall-models the dynamics of the
energy-containing eddies in the wall layer are determined from
a separate wall-model calculation, that provides the outer
flow LES with a set of approximate boundary conditions.
Consequently, high Re-number flows can be studied using LES if
more sophisticated models are used that better takes into
acount the subgrid flow physics, in particular close to the
wall. In this lecture this problem will be discussed in
detail, and a set of applications ranging from fully developed
turbulent channel flows to the flow past a fully appended ship
in model scale will be presented to illustrate both the
problem itself, and possible solutions. Accordingly, a range
of models will be described that have the potential of
allowing such LES calculations. This range of models will
cover the range from extended wall models (typically based on
the log law) to subgrid simulation models, typically based on
multi-scale concepts, in which equations for the subgrid scale
flow physics are solved on embedded grids.
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Dynamic models in Large Eddy
Simulation of turbulent flows
Charles Meneveau, Johns Hopkins University
We review the dynamic model for LES and comment on the
required modifications when high Reynolds number boundary
layer flows are considered. Specifically, the scale-dependent
dynamic model (Porte-Agel et al. 2000) is described. For
applications to flows in complex geometries, the usual method
of averaging over regions of statistical homogeneity is not
applicable. We discuss possible generalizations of the
scale-dependent model in the context of the Lagrangian model,
where averages are accumulated over pathlines of the flow
rather than directions of statistical homogeneity. With a
particularly simple, although as yet incomplete, version of
this model, we study turbulent boundary layer flow over
surfaces with varying roughness scales.
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Dynamics and statistics of
velocity gradients in the inertial range of turbulence, and
implications for LES
Charles Meneveau, Johns Hopkins University
One important facet of turbulence relates to typical local
deformation rates of the flow as described by the velocity
gradient tensor. Its properties determine, for instance, if
the deformation produces vorticity stretching along a
particular direction (possibly yielding tubular vortex
structures), or to produce structures that are flattened out
in one direction while expanding in the other two (possibly
yielding pancake-like objects). On the basis of
three-dimensional measurements in turbulent duct flow using
holographic PIV techniques (Tao, Katz & Meneveau, J. Fluid
Mech. 2002), we consider the dynamics of the velocity gradient
tensor filtered at inertial-range scales. In addition to
self-interactions and the filtered pressure Hessian, the
evolution of the filtered velocity gradient tensor is
determined by the subgrid-scale stress tensor. As in so-called
Restricted Euler dynamics, the evolution equations can be
simplified by considering two invariants R and Q. The effects
of the subgrid-scale stress tensor on them can be quantified
unambiguously by evaluating conditional averages that appear
in the evolution equation for the joint PDF of the invariants.
The HPIV measurements show that the SGS stresses have
significant effects, e.g. along the so-called Vieillefosse
tail they oppose the formation of a finite-time singularity
that occurs in Restricted Euler dynamics. Motivated by
practical modeling needs in the context of large eddy
simulations, we examine the behavior of various closures for
the subgrid stresses. Analysis of the Smagorinsky, nonlinear,
and mixed models show that all reproduce the real SGS stress
effect along the Vieillefosse tail, but that they fail in
several other regions. An attempt is made to optimize the
mixed model by letting the two model coefficients be functions
of the two invariants R and Q. (work performed with F.
Vanderbos and J. Katz, funded by ONR).
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Two scales asymptotics for
turbulence modeling
Olivier Pironneau, University of Paris VI (Pierre et Marie
Curie)
We shall show how multiple scale expansions can be justify
Reynolds Average models (RANS) like the k-epsilon model. We
shall also show how homogenization of rough surfaces can lead
to an effective mean surface . Finally we shall discuss new
tentatives in the combination of LES and RANS.
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DNS of turbulent flow over dimpled surfaces
Zhengyi Wang, National University of Singapore
Flows over dimple surfaces have attracted increasing
attention in recent years. The flow structures induced by
dimpled walls have been recognized to have potential
industrial applications. For examples, vortex shedding from
dimples on golf balls has helped to reduce and stabilize flow
separation behind the balls, leading to improved flying
characteristics. Vortex pairs generated from dimple edges and
central portion may also enhance surface heat transfer without
increasing the total drag. Recently, Russian researches
suggested that surface dimples may alter near-wall turbulence
with positive effect on drag. In our study, direct numerical
simulation (DNS) is carried out to study flow structures over
dimpled walls. These simulations offer rich information on the
flow structures over dimpled surfaces, which will help us to
gain deeper insight into dimple-based control mechanisms.
« Back...
Continuous mode transition
Paul A. Durbin, Stanford University
The process by which free-stream, vortical disturbances
induce transition to turbulence in an underlying boundary
layer, without the intervention of instability waves, is an
instance of `bypass transition'. That terminology is
all-encompassing; it is defined by what does not occur:
Tollmein-Schlichting waves are bypassed. Laboratory
experiments and DNS have shed considerable light on what does
occur.
Some aspects can be understood in terms of the continuous
spectrum of the Orr-Sommerfeld and Squire equations. Instead
of discrete mode (Tollmein-Schlichting wave) precursors,
transition by free-stream turbulence can be studied starting
from continuous mode precursors. An examination of mode shapes
leads to a theory of how free-stream disturbances penetrate
the boundary layer and, ultimately, provoke transition. The
basic idea is that low-frequency modes penetrate the boundary
layer, while high frequencies are expelled --- a result
referred to as shear sheltering. Low frequency penetration can
be characterized by a `coupling coefficient'. While this is a
route into the boundary layer, transition subsequently
involves an interaction between low and high frequency modes,
to produce break down near the top of the boundary layer.
Continuous mode transition is illustrated by numerical
simulations of mode interaction. Either one or two modes are
prescribed at the inlet to the computational domain. One low
frequency mode will generate perturbation jets in the boundary
layer. Transition does not occur. One low and one high
frequency mode suffice to induce transition.
These studies of mode interactions provide a fundamental
perspective on the transition mechanism seen in full
simulations with turbulent inflow. DNS of transition induced
by grid turbulence and by swept wakes will also be presented.
« Back...
Periodic motions in turbulence
Shigeo Kida, Kyoto University
Turbulence is intrinsically chaotic and any fluid motions
never repeat. It is this chaotic nature that makes it
difficult to analyze turbulence dynamics such as generation
and sustenance mechanisms, mixing and diffusion, and so on. A
well-defined coherent motion, if any, would be useful to
analyze the spatiotemporal structure of turbulence and to
educe its general properties. It has long been known for
low-dimensional dynamical systems that there exist infinitely
many periodic orbits close to any chaotic orbits. This
motivates us to search for periodic motions in fluid
turbulence, which is regarded as a high-dimensional dynamical
system. Since any periodic motions in turbulence are unstable,
they never manifest themselves naturally. Therefore, they can
only be captured by iterations such as the Newton-Rapson
method. Here, we present periodic motions recently obtained in
the Couette turbulence and in isotropic turbulence. In order
to save the necessary memory to describe the periodic motions
we use a minimal box (J. Jim´enez and P. Moin 1991, J. Fluid
Mech. 225, 213-240) for the Couette turbulence and the
high-symmetric flows (S. Kida 1985, J. Phys. Soc. Jpn. 54,
2132-2136) for the isotropic turbulence. Among those periodic
motions, the ones which exhibit the same statistical
properties as the turbulence are of our chief concern because
they may be used as stardards to analyze the turbulence
dynamics. Such periodic motions are discussed by comparing
with turbulent motions.
« Back...
Elementary vortices in turbulence
Shigeo Kida, Kyoto University
Turbulence is composed of many vortical motions of
different sizes and shapes. The knowledge of the physical
characteristics of individual vortices is helpful for
understanding of turbulence dynamics. It is generally
recognized that tubular swirling regions of high vorticity
exist in various kinds of turbulence. They are nicknamed worms
in isotropic turbulence, streamwise vortices in wall
turbulence, rolls and ribs in free-shared turbulence. Although
the shape of the cross-section and the length of such tubular
vortices vary from turbulence to turbulence, the size of the
cross-section and the swirl velocity obey, in average, the
Kolmogorov scaling law. They are regarded as the smallest
vortical structure in turbulence, so that they are called the
elementary vortex. The elementary vortex plays significant
roles in turbulence dynamics, such as generation and
sustenance of turbulence, diffusion and mixing, and so on.
Here, we review a series of studies on the elementary vortex
performed these years by our research group. An eduction
method of the elementary vortex from a turbulent field is
introduced, and a vortex is identified as a low-pressure
region and the physical characteristics are discussed. The
dynamical roles of the elementary vortex are examined in
deformation and stretching of fluid lines. A future direction
in the study of the elementary vortex is viewed.
« Back...
Mechanism of Turbulence transition in
wall bounded shear flows
Hua-Shu Dou, National University of Singapore
Linear stability theory represents the state-of-the-art of
the research for flow stability problems, it obtains agreement
with experiments for some problems such as Rayleigh-Benard and
Taylor-Couette flows, partly agreement with experiment for 2D
boundary layer problem. However, the subcritical condition of
turbulent transition predicted with it differs largely from
the experiments for wall bounded parallel flows. Other
theories including energy method, weak nonlinear theory, and
second instability theory, can not obtain satisfactory
agreement with experiments either for this issue. The author
proposed a new theory based on the energy gradient concepts.
In this theory, the whole flow field is treated as an energy
field. For given initial disturbance, the stability of the
flow is dominated by an energy gradient parameter, K, which is
defined as the ratio of the energy gradient in the transverse
direction to that in the streamwise direction. The
distribution of K in the flow field and the property of
disturbance determine the disturbance amplification or decay
in the flow. It is suggested that the flow instability should
first occur at the position of Kmax which may be the most
dangerous position. For the experiments determined subcritical
condition, it is found that the transition takes place at a
critical value of K (Kc=380) for wall bounded parallel flows
(plane and pipe Poiseuille flows and plane Couette flow). The
most dangerous position is at y/h=0.5774 for plane Poiseuille
flow, r/R=0.5774 for pipe Poiseuille flow, and near the wall
for plane Couette flow (about y/h=1). These observations have
been confirmed by some experimental results in the literature.
« Back...
Experimental detection of the new
phenomenon of turbulent thermal diffusion
Tov Elperin, Ben-Gurion University of the Negev
A new phenomenon of turbulent thermal diffusion, which was
predicted theoretically by Elperin et al. (1996, 1997), has
been detected experimentally in oscillating grids turbulence
with an imposed mean temperature gradient in air flow. This
effect implies an additional mean flux of particles in the
direction opposite to the mean temperature gradient and
results in formation of large-scale inhomogeneities in the
spatial distribution of particles. We used Particle Image
Velocimetry to determine the turbulent velocity field and an
Image Processing Technique to determine the spatial
distribution of particles. Analysis of the intensity of laser
light Mie scattering by particles showed that they are
accumulated in the vicinity of the mean fluid temperature
minimum due to turbulent thermal diffusion.
« Back...
Instabilities near the
attachment line of swept wings
Joern Sesterhenn, Field of activity fluid mechanics, TUM
In this talk I first review the stability characteristics
of the flow at the leading edge of a swept wing. There, one
finds the attachment line instability, centrifugal
instabilities and a crossflow instability. Next I report on
the numerical investigation of the swept leading edge flow for
a compressible fluid for several Reynolds numbers and nose
radii under subsonic and supersonic conditions.
« Back...
Deep-water surface-wave breaking
and upper-ocean dynamics
W. Kendall Melville, University of California, San Diego
Surface waves play an important role in coupling the
atmosphere and the ocean at scales from millimeters (capillary
waves) to megameters, with swell generated in the Southern
Ocean propagating across the Pacific to support the surfing
communities of Southern California. Wave breaking limits the
height of surface waves and in so doing transfers momentum
from waves to currents; makes energy available for mixing the
surface layers of the ocean; enhances heat and gas transfer,
and generates sound as entrained air breaks up into bubbles.
As a two-phase, unsteady, free-surface transitional flow,
breaking poses profound difficulties for experimentalists and
theoreticians alike. In order to make progress in
understanding breaking, we must use some of the classical
tools of fluid mechanics; combining plausible physical and
scaling arguments along with careful laboratory experiments.
However, since breaking is also a stochastic process, whose
statistics cannot be reliably simulated in the laboratory, we
must also go into the field to measure the incidence of
breaking and test statistical models. In this talk, I will
present an overview of current work on all these aspects of
deep-water wave breaking, including recent progress in
including a simple model of breaking in a direct numerical
simulation of the marine boundary layer.
« Back...
The initial generation of
langmuir circulations-and waves and currents
W. Kendall Melville, University of California, San Diego
In 1938, Irving Langmuir, a Nobel laureate in chemistry,
published what is perhaps the first modern observational paper
on the coherent fluid dynamical structures that would
subsequently take his name. He showed that the surface
signatures of Langmuir circulations (LCs), lines of foam
roughly aligned with the wind, were regions of convergence
between counter rotating vortices. Since that time it has
become clear that LCs play an important role in the marine
boundary layer, transporting heat, mass (gas), chemical
species, momentum and phytoplankton. However, it was not until
1976 that Craik and Leibovich (CL) presented a rational theory
for LCs that depended on the interaction between the Stokes
drift of the surface wave field and the mean vorticity of the
wind-driven surface currents. It was posed as a stability
theory with the LCs growing as unstable perturbations. The CL
theory came in several flavours, and it was the CLII theory
which assumed that at the scales that applied in the ocean,
say O(10 – 100) m, the currents associated with the LCs were
very weak, so that there was no feedback from the LCs to the
waves. However, increasingly sophisticated field measurements
and numerical solutions were unable to confirm the predictions
of the stability theory. In retrospect, early laboratory
experiments by Faller and co-workers appear to have held the
key to observing the initial generation of LCs; but it is only
in recent years that modern quantitative imaging techniques
have permitted a more complete investigation of small-scale
LCs. In this talk I will present and discuss recent
measurements of the initial generation of Langmuir
circulations and show that they are in agreement with the most
recent theory which takes into account the feedback between
LCs and the wave field. I will discuss this work in the
context of the initial generation of surface waves and
currents.
« Back...
Intermittent mixing by breaking
of wind waves and Stokes drift effects on the turbulent upper
layer in the sea: Implications for oil transport and
dispersion
Vladimir Maderich, Institute of Mathematical Machine and
System Problems, Ukraine
Oil spilled at sea often entrained by breaking waves in
stormy conditions and forms clouds of oil droplets which are
dispersed by subsurface turbulence, wind and wave driven shear
currents. Aims of this seminar is • to consider role of
turbulence injected by breaking waves, wind stress and Stokes
forcing in mixing of near-surface layer; • to estimate
importance of these mechanisms in oil dispersion in the
near-surface layer. We simulated joint action of wind stress,
Stokes drift and wave breaking on the near-surface turbulent
layer with use of time-dependent 1-D model with two-equation
turbulence closure. The model equations are derived by
horizontal averaging of Langmuir circulation model Mc Williams
et al., 1997). An injection of turbulence by penetrating
breakers in wave-breaking layer was parameterized by source
terms in the turbulent kinetic energy and dissipation rate
equations. The Monte-Carlo simulations of intermittent mixing
support assumption that observed quasi-lognormal distribution
of dissipation rate is associated with breaking of waves in
many scales. The based on Kolmogorov (1941) approach model of
the oil droplet breakup was proposed to reproduce observed log
normal distribution of oil droplet sizes. A new 3-D Lagrangian
oil spill model [1] that describes main transport and
weathering processes is briefly described. The results of
simulations of turbulence and droplet concentration in the
wave enhanced layer for stormy conditions by linked model of
sea dynamics and model of oil spill are presented.
References 1. Brovchenko I., Kuschan A. , Maderich V.,
Shliakhtun M. , Koshebutsky V. , Zheleznyak M. Model for oil
spill simulation in the Black Sea. Proc. 3rd Int. Conf. Oil
Spills, Oil Pollution and Remediation, 16-18 Sept. 2003,
Bogazici Univ., Istanbul, p. 101-112.
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3-D non-hydrostatic free-surface
models and their applications
Vladimir Maderich, Institute of Mathematical Machine and
System Problems, Ukraine
The 3-D hydrostatic free-surface primitive equations are
used in most numerical models of estuaries, coastal seas and
ocean circulation. However, non-hydrostatic effects remain
important in a wide spectrum of stratified flows even when the
horizontal scale of the process is much more than vertical
scale. In the lecture the non-hydrostatic models are reviewed
and a new three-dimensional numerical model [1] for simulation
of the unsteady free-surface density stratified turbulent
flows is presented. Unlike other non-hydrostatic models, 2-D
depth-integrated momentum and continuity equations are
integrated explicitly, whereas 3-D equations are solved
implicitly with time-splitting technique for internal and
external modes. The pressure and velocity fields are
decomposed into hydrostatic and non-hydrostatic counterparts
and components are found sequentially. The general vertical
coordinate and orthogonal curvilinear horizontal coordinates
are used in this model. The model includes DNS, LES and RANS
versions. It can be considered as non-hydrostatic extension of
most ocean free-surface models with mode splitting and
terrain–following coordinates. The geophysically motivated
applications are presented and the comparison with laboratory
experiments is given. These applications include surface
waves’ transformations over the bar, nonlinear degeneration of
basin-scale internal waves in a closed basin, Kelvin-Helmholtz
instability, exchange flows in the sea strait and near-bed
currents generated by ships’ propulsion.
References 1. Kanarska Y., Maderich V. (2003) A
non-hydrostatic numerical model for calculating of
free-surface stratified flows. Ocean Dynamics, 51, N3,
176-185.
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On incompressible Navier-Stokes
dynamics - a new approach for analysis and computation
Jian-Guo Liu, University of Maryland
The pressure term has always created problems for
understanding the Navier-Stokes equations of incompressible
flow. It enforces the incompressibility constraint like a
Lagrange multiplier, and updating it dynamically is a problem
due to the lack of a useful evolution equation or boundary
conditions. Existing methods able to handle these difficulties
are sophisticated and lack the robustness and flexibility that
would be useful to address more complex problems.
We will show that in bounded domains with no-slip boundary
conditions, the Navier-Stokes pressure can be determined in a
such way that it is strictly dominated by viscosity. As a
consequence, for three-dimensional flow in a general domain
with no-slip boundary conditions, the computation of
incompressible Navier-Stokes dynamics is basically reduced to
solving a heat equation and a Poisson equation at each time
step. The computation of the momentum equation is completely
decoupled from the computation of the kinematical pressure
Poisson equation used to enforce incompressibility. This class
of methods is very flexible and can be used with all kinds of
spatial discretization methods, apparently without taking
special care to satisfy inf-sup conditions.
« Back...
The FIK identity and its
implication for turbulent skin-friction reduction
Nobuhide Kasagi, Tokyo University
The identity equation derived by Fukagata, Iwamoto and
Kasagi (Phys. Fluids, Vol. 14, pp. L73-L76, 2002) leads to a
general strategy for accomplishing turbulent skin friction
drag reduction. This is demonstrated by referring to several
typical examples of recently studied control schemes including
local blowing/suction and polymer additives. Based on the FIK
identity and numerical experiment of direct numerical
simulation, the performance of active feedback control of wall
turbulence, which has been paid much attention over the decade
but only been studied at low Reynolds numbers, is estimated at
higher Reynolds numbers. A possible control scheme for
enhancing heat transfer while keeping skin friction reasonably
low is also discussed.
« Back...
Some geometric and
function-analytic properties of the set of steady solutions to
the Navier-Stokes equations past an obstacle
Giovanni P. Galdi, University of Pittsburgh
Consider a body B (compact set of R^3) moving with constant
velocity V in an incompressible Navier-Stokes fluid subject to
an external force f and filling the whole space. No
restrictions are imposed on f and V, other than f belonging to
a suitable Lebesgue class L and V being nonzero.Let S denote
the set of corresponding steady solutions to the Navier-Stokes
equation with velocity field having a finite Dirichlet
integral. In this talk we show that for any generic force f in
L and for any nonzero V, S is constituted by a finite (odd)
number of solutions. Moreover, we show that when f=0, S is
homeomorphic to a compact set of R^N, where N depends only on
V, B and on the kinematic viscosity of the fluid.
« Back...
Some simple immersed boundary
techniques for simulating complex flows with rigid boundary
Ming-Chih Lai, National Chiao Tung University
In this talk, we shall review some immersed boundary (IB)
techniques for the simulation of flow interacting with solid
boundary. The IB formulation employs a mixture of Eulerian and
Lagrangian variables, where the solid boundary is represented
by discrete Lagrangian markers embedding in and exerting
forces to the Eulerian fluid domain. A new boundary force
calculation on the Lagrangian marker is introduced to ensure
the satisfaction of the no-slip boundary condition on the
immersed boundary in the intermediate time step. This forcing
procedure involves solving a sparse linear system of equations
whose unknowns consist of the boundary forces on the
Lagrangian markers; thus, the order of the unknowns is
one-dimensional lower than the fluid variables. Moreover, if
the boundary configuration is stationary, then the above
matrix is time-independent and is inverted once. Thus, the
extra computational effort is small. Four different test
problems are simulated using the present technique (decaying
vortex, lid-driven cavity and flows over a stationary cylinder
and an in-line oscillating cylinder), and the results are
compared with previous experimental and numerical results.
« Back...
Evaluation of different
non-linear constitutive relations of Reynolds stresses using
direct numerical simulation data
Varangrat Juntasaro, Kasetsart University, Thailand
The present paper aims to improve the accuracy of the
non-linear eddy-viscosity turbulence models via the
constitutive relation of the Reynolds stresses using the
direct numerical simulation data. The direct numerical
simulation data is used directly in the constitutive relation
to ensure that the error in the predicted results is actually
comes from the constitutive relation of the Reynolds stresses
not from the modeled transport equations of the turbulent
kinetic energy and its dissipation rate. The comparative study
of different constitutive relations is made. The new damping
function in terms of turbulent Reynolds number and the model
constants based on the chosen non-linear constitutive relation
is proposed to fit the direct numerical simulation data. The
new constitutive relation of the Reynolds stresses proves to
have higher accuracy in predicting the Reynolds stresses and
the mean velocity profile than the previous constitutive
relations. It is therefore the suitable relation to be used in
the non-linear eddy-viscosity turbulence models to improve the
accuracy of the models in predicting the flow field.
« Back...
Some pathological phenomena of finite difference
approximations for parabolic blow-up problems
Hisashi Okamoto, Kyoto University
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« Back...
Non-local features of stably
stratified turbulent boundary layers
Sergej S. Zilitinkevich, University of Helsinki and Uppsala
University
Pat 1 - Boundary-layer depth
Traditional and recently proposed formulations for the
depth of the stable planetary boundary layer (SBL), including
the bulk-Richardson-number method, diagnostic equations for
the equilibrium SBL height and relaxation-type prognostic
equations, are discussed from the point of view of their
physical grounds and relevance to experimental and LES data.
An advanced diagnostic formulation is derived accounting for
the free-flow stability and baroclinicity (the mechanisms
overlooked in prior models). Its extension to non-steady
regimes provides a prognostic equation recommended for use in
practical applications.
Part 2 - Resistance laws
The planetary boundary layer (PBL) resistance and
heat-transfer laws express the surface fluxes of momentum and
heat through the PBL governing parameters. Since the late
sixties, the dimensionless coefficients (A, B and C) in these
laws were considered as single-valued functions of an internal
stability parameter (controlled by the surface buoyancy flux).
Numerous studies revealed very wide spread of experimental
data on the A, B and C functions. It is not surprising that
the above laws, although included in all modern textbooks on
boundary-layer meteorology, are not used in practical
applications. In the proposed advanced theory the resistance
and heat-transfer laws are revised accounting for non-local
effects caused by the free-flow stability, baroclinicity and
the rise of capping inversion. The coefficients A, B and C
become functions of the four independent dimensionless
arguments (including the surface buoyancy flux, the free-flow
Brunt Vaisala frequency, the baroclinic shear, and the ratio
of the actual to the equilibrium PBL depths). Moreover the
coefficient C (in the heat transfer law) is redefined to
accounting for the effect of capping inversion. The advanced
laws are validated through large-eddy simulation (LES) of
different types of PBLs: truly neutral, conventionally
neutral, nocturnal and long-lived. This new development
explains why prior formulations performed so poor and promotes
advanced resistance and heat transfer laws as a practical tool
for use in environmental modelling applications.
« Back...
The influence of large convective
eddies on the surface layer turbulence
Sergej S. Zilitinkevich, University of Helsinki and Uppsala
University
Large-scale coherent structures in the shear-free
convective boundary layer (CBL) consist of narrow strong
plumes and wider but weaker downdraughts. Near the surface
they cause local convective winds blowing towards the plume
axes in internal boundary layers. The typical life-times of
these structures are much larger that the eddy-overturning
time scale. The critical features of the flow in the internal
boundary layer (IBL) addressed here are the interactions
between the eddy motions driven by convection in the bulk of
the IBL and small-scale turbulence in the thin near-surface
shear stress layer scaled with the local Monin-Obukhov length
(based on the local friction velocity inherent to the IBL
flow, often referred to as the “minimum friction velocity”).
Matching the coherent structure velocity and turbulence
between these two layers leads to the dependence of the
minimum friction velocity on the surface buoyancy flux, the
CBL depth and the surface roughness length. The proposed model
accounts for the role of the surface roughness in two
different flow-roughness interaction regimes: (i) where the
heights of the roughness elements are less than the thickness
of the surface shear stress layer, and (ii) where the drag of
the high roughness elements directly affects the velocity
profile in the IBL, so that no logarithmic profile develops
near the surface. In the present paper, a consistent
theoretical model for these two regimes is developed and
comprehensively validated against data from measurements in
different sites over the sea and the land and also through
large-eddy simulation of convective boundary layers over a
range of surfaces from very smooth to very rough. Excellent
correspondence between model results, field observations and
large-eddy simulations is achieved over a very wide range of
the surface roughness lengths and boundary-layer heights. The
obtained resistance and heat/mass transfer coefficients are
recommended for practical use in weather-prediction, climate
and other environmental models.
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Control theory approach to
aerodynamic shape optimization
Siva Nadarajah, McGill University
Summary
Engineers continually strive to improve their designs, both
to increase their operational effectiveness and their market
appeal. While some qualities such as aesthetics are hard to
measure, the factors contributing to operational performance
and cost are generally amenable to quantitative analysis. In
the design of a complex engineering system, relatively small
design changes can sometimes lead to significant benefits. For
example, small changes in wing section shapes can lead to
large reductions in shock strength in transonic flow. Changes
of this type are unlikely to be discovered by trial and error
methods, and it is in this situation that optimization methods
can play a particularly important role. The potential benefit
of using optimization theory has only been realized recently
with the advent of faster methods to obtain the gradient. The
control theory approach to shape optimization has
revolutionized the concept of utilizing computational fluid
dynamics as a design tool. The ability to obtain gradients
cheaply has allowed researchers to attempt new problems in
aircraft design. This course introduces you the current
state-of-the-art methods for shape optimization. You will be
presented with various numerical optimization methods and the
control theory approach to shape optimization with
applications for both steady and unsteady flows. You will
learn how to formulate and derive the adjoint equations for
simple problems using both the continuous and discrete adjoint
approach.
Key Topics
1. Traditional Methods to Compute Sensitivity.
2. Numerical Optimization Methods.
3. Control Theory Approach to Aerodynamic Shape Optimization.
4. Effect of Design Variables in Optimization.
5. Optimal Shape Design for Unsteady Flows
Course Outline
1. Aerodynamic Design Methods
a. Inverse Surface Methods
b. Inverse Field Methods
c. Gradient Based
d. Non Gradient Based
2. Review of Numerical Optimization Methods
e. Steepest Descent
f. Conjugate Gradient
g. Newton’s Method
h. Quasi-Newton’s Method
3. Design using the Euler Equations
i. Formulation of the Continuous Adjoint Equation
j. Formulation of the Discrete Adjoint Equation
k. Comparison between the Continuous and Discrete Adjoint Method
l. Adjoint Boundary Conditions
m. Cost Functions: Inverse Design and Drag Minimization
4. Design Variables
n. Mesh Points
o. Hicks-Henne Functions
p. B-spline control points
q. Alternative Design Variables
5. Example Problems
r. Brachistochrone Problem
s. 2D Euler equation (Internal Flow)
6. Optimal Shape Design for Unsteady Flows
t. Time Accurate Methods.
u. Frequency Domain Methods.
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Analysis of multi-plane PIV
measurements in a turbulent boundary layer: large scale
structures, and implications for control
Ivan Marusic, University of Minnesota
In this lecture results will be reported from an
experimental study of zero-pressure-gradient turbulent
boundary layers using single-plane and simultaneous dual-plane
stereoscopic PIV (Particle Image Velocimetry). Measurements
were made on multiple planes in the boundary layer, including
cross-stream planes inclined at 45 and 135 degrees to the
streamwise direction, together with streamwise-wall-normal and
streamwise-spanwise planes. The results show clear evidence of
large-scale organization with long streamwise low-momentum
zones consistent with the scenario of spatially coherent
packets of hairpin vortices in the logarithmic region of the
flow. Statistical correlation analysis across the boundary
layer indicates the occurrence of a distinct two-regime
behavior, in which streamwise-velocity-fluctuation correlation
contours either appear to be coupled to the buffer region, or
decoupled from it. The demarcation between these two regimes
is found to scale well with outer variables. The results are
consistent with a coherent structure that becomes increasingly
uncoupled (or decorrelated) from the wall as it grows beyond
the logarithmic region, providing additional support for a
wall-wake description of turbulent boundary layers. The
measurements also show evidence of significant spanwise
organization, that manifests as a persistent spanwise
stripiness in the streamwise velocity component of the PIV
vector fields. The implications of the above for skin-friction
drag reduction strategies will be discussed.
« Back...
Long-lived coherent structure in a
transitional boundary layer
Cun Biao Lee, Peking University
The dynamics in transitional boundary layers involve
complex interactions between many different flow structures.
Even the simple case of flat plate boundary layer flow
involves various dynamic processes that occur during
transition from laminar (regular) to turbulent (irregular)
flow. However, it is not easy to identify unambiguously the
flow structures, so the dynamic processes are still not fully
understood. This paper describes flat plate boundary layer
flow experiments that reveal these processes using
two-dimensional hot film velocity measurements and flow
visualization. The results present direct evidence of the
existence of solitons-like coherent structures which are a
kinds of dominant flow structures in dynamic processes in both
the early and later stages of a boundary layer transition as
well as in turbulent boundary layer. In boundary layer flows,
solitons-like coherent structures were considered as the
building blocks to produce other coherent structures.
« Back...
Dynamics of transitional boundary
layer : measurement and visualization
Cun Biao Lee, Peking University
A physical model is presented to describe the dynamic
processes that occur in a transitional boundary layer flow.
The solitons-like coherent structures ( called SCS), the
closed vortex, secondary closed vortex, streamwise vortices
and the chain of ring vortices are postuated to be the basic
flow structures of the transitional boundary layer as well
as the turbulent bounbdary layer. It is argued that the
central features of transitional and developed turbulent
boundary layer flows can be explained in terms of how the
series of vortices interact each other, and with the SCS.
The physical process that leads to the regeneration of the
closed vortex along the border of the SCS is described, as
well as the process of evolution of the vortices from low
frequency to high frequency. The model is supported by
important developments in a number of experiments
illustrated in both transitional and developed turbulent
boundary layer[1-4].
C. B. Lee 1998 Phys letts A 247, 397-402
C. B. Lee 2000 Phys Rev. E 63, 3659-70
C. B. Lee 2001 Experiments in Fluids, 30, 354-57
C. B. Lee & Shiyi Chen, 2004 submitted.
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An augmented approach for stokes
equations with discontinuous viscosity and singular forces
Zhilin Li, North Carolina State University
For Stokes equations with a discontinuous viscosity across
an arbitrary interface, the pressure is known to be
discontinuous and the velocity is known to be non-smooth.
These discontinuities are coupled together which makes it
difficult to develop algorithms to obtain an accurate
numerical solution. In this paper, an second order accurate
augmented approach that decouples the jump conditions through
two intermediate variables has been developed. The GMRES
iterative method is used to solve the augmented variables
which are only defined on the interface. The augmented
approach also rescales the problem in such a way that fast
Poisson solvers can be used at each iteration. The GMRES
iterations seems to be independent of mesh sizes. Numerical
examples against exact solutions show the new method has
average second order accuracy in the infinity norm. An example
of a moving interface problem is also presented.
« Back...
Modeling for bypass transition
in boundary layers on a flat plate
Ekachai Juntasaro, Suranaree University of Technology,
Thailand
Bypass transition is one of the transitional flows that is
practically encountered in the aerodynamic and turbomachinery
applications. Better performance of transition and turbulence
modeling is essentially needed for a significant improvement
in the efficiency of engineering systems. However, transition
modeling is substantially developed on a practical point of
view of turbulence models which are ad hoc in a regime of
fully turbulent flows. This drawback motivates many research
groups to include the physics of transition into turbulence
models to capture the transitional phenomena properly. This
includes a variety of physical aspects, for instance,
intermittency factor, turbulent spots, criteria of transition
onset, Taylor microscale, time scale and pressure diffusion.
Mostly, transition and turbulence modeling is based on the
model and modifications are proposed to take into account
those physical effects on turbulence models when the flow
changes from laminar to fully turbulent state. Some research
groups account for those physical effects via the transport
equation which is derived from the experimental correlation
and rather complicated for implementing into the CFD software.
The others remain working on improving the conventional model
by modifying the relevant parameters with appropriate
functions to capture the transition-to-turbulence change. The
present study is motivated by the latter research groups in
which case the intermittency factor is included into the model
to precisely capture the transition onset and to control the
growth rate of transition to turbulence within the natural
length found in experiments.
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Turbulent transport of passive
scalar in waves
Adrian W.K. Law, Nanyang Technological University
The dispersion of passive scalar in an Eulerian wave field
is of fundamental interest to many physical phenomena,
including the transport of pollutants in the coastal
environment. The situation is complex due to the interplay
between the organized oscillatory flow field and the diffusion
movement. Basic analysis can be performed by taking the
incremental change of the trajectory of the passive scalar as
a superposition of the wave-induced orbital displacement and
the stochastic displacement due to the random Brownian
fluctuation. Perturbation can then be performed afterward on
their relative importance.
The talk reviews the current understandings on the
potential interactions. The first part addresses the turbulent
diffusion under a regular wave field. The presence of the
Brownian fluctuations reduces the Stokes drift as pointed out
by Jansons and Lythe (1998), while the oscillating flow field
in turn modifies the diffusive variance. The vertical mode
profile of Stokes drift also gives rise to a longitudinal
dispersion of the passive scalar similar to the river flows
(Law, 2000). The second part summarises some current issues in
a random wave field, particular on the transport of surface
pollutants. The contribution of the randomness of the wave
motion to the diffusion was originally suggested by Herterich
and Hasselmann (1982) and reinforced by recent literatures
such as Weichman and Glazman (2000). However, experimental
observations so far, including those by the author, had not
been able to offer a satisfactory confirmation. The
difficulties will be highlighted in the presentation.
References
Herterich, K. and Hasselmann, K., 1982. “The horizontal
diffusion of tracers by surface waves.” J. Phys. Oceanogr.,
12, 704-711.
Jansons, K. and Lythe., G.D., 1998. “Stochastic Stokes’
drift.” Physical Review Letters, 81, 3136-3139.
Law, A.W.K., 2000. “Taylor dispersion of contaminants due to
surface waves.” J. Hyd. Res., IAHR, 38(1), 41-48.
Weichman, P.B., and Glazman, R.E., 2000. “Passive scalar
transport by traveling wave fields.” J. Fluid Mech., 420,
147-200.
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Candidates for vortex structures
in the inertial range of turbulence
Anthony Leonard, California Institute of Technology
The evolution of initially weak structures of vorticity as
they evolve in an incompressible turbulent flow is
investigated. Such objects are candidates for important
structures in the inertial range and in the dissipation range
of scales. As these structures are strained by the flow,
fine-scales of vorticity are produced along the direction of
maximum compression with a consequent flow of energy to the
high wavenumbers. It is shown that, under certain
circumstances, the self-energy spectrum of such a structure
may be time-averaged, producing a fractional power law. The
exponent of the power law depends on the ratio of the first
two Lyapunov exponents of the strain tensor.
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Curvature and torsion of
material lines in chaotic flows
Anthony Leonard, California Institute of Technology
The deformation of a material line as it evolves in a
chaotic flow is considered. Of particular interest are the
curvature and torsion as a function of arclength along the
curve. These quantities are sufficient to define the intrinsic
geometry of the line. Regions of high curvature, once they
start to develop, are essentially permanent, and in fact have
a universal structure. Regions of high torsion, on the other
hand, are transitory and correspond to a near singularity in
the coordinate system of the Frenet frame rather than an
exotic shape of the curve.
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Compatible differential
constraints to an infinite chain of transport equations for
cumulants
V.N. Grebenev, Russian Academy of Science
In many cases, semiempirical closed models of turbulence,
which include differential equations for the cumulants
(moments) of hydrodynamical quantities, are among the basic
methods of describing turbulence. The closure procedures for
the cumulants (moments) often implicitly assume that the
closed system of differential equations allow the existence of
invariant sets (manifolds). As it is pointed out by Chorin,
closure relations are, as a rule, derived using empirical
hypotheses and implying certain assumptions, which are often
poorly justified.
To the best of our knowledge no regular mathematical
methods exist for resolution of the closure problem. The
method based on studying the systems of differential equations
by means of the transformation groups keeping the system
invariant makes it possible to suggest an alternative approach
to the study of the above mentioned problem (Ibragimov,
Khabirov, Oberlack, Torrissi and et al.). The main problems of
this analysis are as follows: search for the transformation
group of the symmetries of the system, construction of an
optimal system of subalgebras of the Lie algebra corresponding
to the transformation group of the system; and classification
of the submodels. A closed submodel is obtained by
representing a solution through the invariants of the
subalgebra. As a rule, only for subalgebras of small
dimensions we can calculate all necessary invariants, and then
to realize a reduction. For subalgebras of higher dimensions,
the point invariants are insufficient for construction of the
submodels and in this case other invariants are necessary to
use. Moreover, for such subalgebras no classification results
of invariant submodels are available at present.
Physically valid algebraic closure relationships which are
used in certain turbulence models, as a rule, correspond to
invariants of infinite-dimensional Lie subalgebras. In
particular, it was established (Grebenev and Iluyshin) that in
the problem of the development of a shearless mixing layer
the classical algebraic-invariant Hanjalic–Launder model for
an un-stratified flow and Zeman–Lumley algebraic model for a
stratified flow coincide with the equation of invariant
manifold generated by the original model. It means that the
model under consideration admits an infinite-dimensional Lie
subalgebra. Therefore the method based on the group analysis
of differential equations cannot be used for a full
classification of invariant submodels.
We would like to propose an approach based on using the
so-called direct method in symmetry analysis of differential
equations. We suggest to study the relevant overdetermined
system which is constructed by adding to the system of
differential equations under consideration an additional
equation (algebraic closure relationship). Here the problem of
reduction of the overdetermined system obtained to an
involution should be solved. There are general algorithms (Cartan
and et. al.) which can be apply to solve this problem and the
classification of the differential equations with such
constraints may be obtained.
The aim of the present article is to apply the above
mentioned approach for formulating integrability properties of
an infinite chain of transport equations for the cumulants
which appear in modeling the dynamics of a momentumless
turbulent planar wake. We expose the conditions of
compatibility of the original infinite system of partial
differential equations for cumulants with the gradient-type
algebraic relation for the so-called triple correlations (the
differential constraint) The compatibility conditions obtained
make it possible to realize a reduction of the original
infinite chain of transport equations for the cumulants and to
present an algorithm for calculating cumulants of arbitrary
order. This algorithm is based on a recursion relation. An
illustrative example of applying the compatibility conditions
obtained for examining a third-order closure model of
turbulence is given.
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Experiments and theory on
near-wall turbulence control
Kenny Breuer, Brown University
Part I: Adaptive feedforward control of turbulence
We present recent results on the use of adaptive
feedforward control techniques for the control of fully
turbulent shear flows. Arrays of Sensors and Actuators are
used in conjunction with a fully adaptive control system to
drive the flow towards a state of lower intensity turbulence.
We will present theoretical results on the performance of the
adaptive control system as well as experimental results,
including issues for the practical implementation of control
systems in a real turbulent flow.
Part II: Turbulence control using Lorentz forces
We present recent experimental results on the nature of a
turbulent shear flow subjected to oscillatory forcing using
Lorentz Force actuators - actuators that induce motion in the
near wall of the turbulent boundary layer through the
interaction between a stationary magnetic field and a
time-dependant electric field. The performance of the
actuators and the effect of the control on the turbulent flow
(including drag reduction and the inhibition of coherent
structures) are presented. Other issues concerning the
fabrication and performance of the actuators are presented
along with rather pessimistic predictions for the ability of
such actuators to efficiently control high Reynolds number
flows.
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A curious phenomenon in a model
problem, suggestive of the hydrodynamic inertial range and
smallest scale of motion
John Heywood, University of British Columbia
The Kolmogorov theory of turbulence, based on a scaling
argument, predicts a smallest significant length scale, beyond
which a flow is very smooth. Stated spectrally, there is a
largest significant wave number, beyond which the energy
decays very rapidly with respect to further increases in the
wave number. However, this scaling argument has never made
contact with the rigorous mathematical theory of the Navier-Stokes
equations. If it were understood in the context of rigorous
theory it would have many important consequences, a particular
corollary being the global in time regularity of solutions of
the Navier-Stokes equations.
Here, we consider a certain infinite system of ordinary
differential equations, regarding it as a highly simplified
model of how energy might be passed up the spectrum in the
Navier-Stokes equations, into the smaller scales of motion.
Numerical experiments with this system of equations reveal a
very striking "inertial range" and "smallest scale"
phenomenon. One observes the apparent determination of a
"largest significant mode number" by an abrupt change over
just a very few mode numbers in the character of the energy
decay with respect to mode number. This translates in the
spectral analogy to a "smallest significant length scale". We
formulate corresponding mathematical definitions and prove
much of what is observed in these experiments, especially
concerning the decay of steady solutions with respect to mode
number. While our results for nonstationary solutions are not
as complete as for steady solutions, their proofs seem more
relevant to Navier-Stokes theory. We conclude by describing
and conjecturing about the results of some further experiments
with related equations, in which the coefficients are varied
or the viscosity is set equal to zero. Experimentally, for the
systems of equations that we have dealt with so far, the
"inertial range / smallest scale phenomenon" has been found to
persist, quite dramatically. We intend to demonstrate this
during the talk with some computations using a laptop. Our
objective is to begin a rigorous investigation of smallest
scale phenomena in simple model problems, hoping for insights
that might generalize to the rigorous mathematical theory of
the Navier-Stokes equations.
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Impact of wall function modelling
on meshing, simulation, optimization and control with fluid
flows
Bijan Mohammadi, University of Montpellier and Institut
Universitaire de France
We would like to show how to develop generic wall function
approaches for turbulent flows. The algorithm for wall
function development can be seen as domain decomposition by
space and time dimensions reduction. However, compatibility
issues must be observed as in traditional domain
decomposition. Unfortunately, this has often been lost in
traditional wall function development where the low-complexity
model used near the wall is sometime incompatible with the
model in the flow and is obtained from a previous study with a
different low-Reynolds continuous model. This usually leads to
poor numerical results and brings the impression that wall
function development is a dead-end. We show several examples
of development starting from different global models. In
particular, we are interested by flows over rough surfaces
with large temperature gradients for high speed flows. These
flows are impossible to compute without a reduced complexity
modelling of near-wall regions because the multi-scale nature
of the phenomenon involved.
In addition to the impact of wall function modelling on the
simulation and the fact that resulting discrete systems happen
to be easier to solve due to a more favourable conditioning
and also the fact that much less mesh generation ability is
required we would like to show some extra positive effects of
this approach on shape optimization and flow control issues.
In particular, we show how to use wall functions as a
low-complexity model in sensitivity evaluations with
incomplete sensitivities.
The different ingredients will be illustrated on various
academic and industrial configurations.
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Active flow control of a NACA 0015
airfoil using a planar micro ZNMF jet-in-crossflow near the
leading edge
Julio Soria, Monash University
This lecture presents the results of an investigation of
the effect of using a wall-normal micro zero-net-mass-flow
jet-in-crossflow (ZNMF-JICF) located at the leading edge of a
NACA 0015 airfoil as an active flow control device. The study
involved parametric investigations conducted using a
two-dimensional airfoil in the LTRAC horizontal 500 mm water
tunnel at a Reynolds number of 3.08 x 104. In this component
of the investigation, the lift was measured as a function of
angle of attack for a range of micro ZNMF-JICF frequencies and
amplitudes. The largest lift increases were found when a
non-dimensional frequency of 1.3 and an oscillatory momentum
blowing coefficient of 0.14% were employed. Under these
forcing conditions the stall angle of the airfoil was delayed
from an angle of attack of 10o to an angle of attack of 18o,
resulting in a maximum lift coefficient increase of up to 50%
above the uncontrolled lift coefficient. For these conditions,
a more detailed study of the underlying flow structure was
undertaken using Planar laser induced fluoroscence (PLIF) flow
visualisations at a reduced Reynolds number of 1.54 x 104.
This revealed that the lift increments were the result of the
generation of a train of large-scale, span-wise vortices over
the upper surface of the airfoil. The study was further
extented by employing multigrid digital cross-correlation
particle image velocimetry (MCCDPIV) to quantify the flow
structure observed in the PLIF flow visualization. The results
of the PLIF flow visualisation and MCCDPIV experiments will be
presented and discussed. Diffulties associated with
undertaking MCCDPIV in these type of flows will also be
discussed.
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Simulation for vorticity
generation and evolution in oblique shock wave interaction
with multifluid interface
Weijun Tang, Institute of Applied Physics and Computational
Mathematics, China
The results of direct numerical simulations of planar
shock-accelerated multifluid interfaces in two dimensions are
presented and compared with shock tube experiments of Haas [1]
and Sturtevant [3]. Different parameters in equations of state
can be used instead of which used with the same parameters in
[2,4]. This difference for equations of state is emphasized
for multifluid instead of stratified density fluid [2,4]. A
mixed type algorithm for volume-fraction model is added to the
Euler equations. High resolution Godunov scheme piecewise
parabolic method with multifluid is used, which describes the
interface and vorticity evolution more sharper. Heavy-to-light
("slow/fast" or s/f) and light-to-heavy ("fast/slow" or f/s)
gas interfaces are examined and early-time impulsive vorticity
deposition and the evolution of coherent vortex structures are
checked and quantified. The effect of baroclinic vorticity
generation from secondary shock-interface interaction, which
can describe the evolution of vortex layer on interface, is
quantified.
[1] J.F. Haas, Private communication, 1988.
[2] J.F. Hawley, N.J. Zabusky, Vortex paradigm for shock
accelerated den-sity stratified interfaces. Phys. Rev. Lett.
63, 1989, 1241-1244.
[3] B. Sturtevant, Rayleigh-Taylor instability in
compreessible fluids, in Shock Tubes and Waves, edited by H.
Gronig, VCH, Berlin, 1987, 89.
[4] X. Yang, LL. Chern, N.J. Zabusky, R. Samtaney, J.F.
Hawley, Vor- ticity generation and evolution in
shock-accelerated density-stratified interfaces. Phys. Fluids.
A 4(7), 1992, 1531-1540.
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Optimal shape design for
fluids: theoretical and practical aspects
Olivier Pironneau, University of Paris VI (Pierre et Marie
Curie)
Optmal Shape design for the Navier-Stokes equations is
required either for optimization problems such as drag
reduction or for identification problems such as inverse
design. This talk will
- Give some examples of applications from industry
- Recall the theoretical results for existence and
differentiability
- Present the latest algorithms, including topological
optimization
- Show some realisations
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Spectral element/spectral vanishing
viscosity method for large eddy simulation of turbulent flows
Chuanju Xu, Xiamen University
A spectral vanishing viscosity (SVV) method for the
spectral element computation of incompressible turbulent flow
is investigated. This method is based on adding a SVV
stabilization term in the original formulation of the Navier-Stokes
equations. The SVV stabilization term, introduced initially in
[JCP, 2004, 196(2), p680], can be interpreted as a SVV-filter
[ICOSAHOM04] and provides an alternative approach to the SGS
term. A number of numerical example, such as the turbulent
wake behind a cylinder at Reynolds number Re=3900, are
presented to show the accuracy and efficiency of the proposed
method.
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Mean momentum balance:
implications for wall-turbulence control
J. C. Klewicki, University of Utah
The common depiction of turbulent wall-flow structure is
largely derived from the observed properties of the mean
velocity profile and the relative magnitudes of the mean
viscous stress and Reynolds shear stress. Together these can
be used to motivate the familiar picture of wall-flows as
being composed of a viscous sublayer, buffer layer,
logarithmic (overlap) layer and wake layer. Perspectives that
view the boundary layer as a dynamical “machine” are derived
from this structural framework, and thus provide a basis for
implementing strategies intending to modify mean dynamics. For
example, independently of Reynolds number this picture
naturally focuses attention to the thin viscous wall-layer
(buffer layer and below). With increasing Reynolds number, a
particular challenge associated with this focus is the
diminishingly small fraction of the flow occupied by the wall
layer.
Recent data analyses and complementary theoretical
developments[1] are employed to ascertain flow structure as
directly specified by the mean dynamical equation. Available
high quality data reveal a four-layer description that is a
considerable departure from the four layer structure
(discussed above) traditionally and nearly universally
ascribed to turbulent wall flows. Each of the four new layers
is well-characterized relative to the contributions required
to balance the governing equation, and thus the mean dynamics
of these four layers are unambiguously defined. The inner
normalized physical extent of three of the layers exhibit
significant Reynolds number dependence. The scaling properties
of these layer thicknesses are determined. Particular
significance is attached to the viscous/Reynolds stress
gradient balance layer. For example, contrary to the common
view, the existence of this layer reveals that viscous effects
remain as dynamically significant as turbulent inertia out a
wall-normal position beyond the peak in the Reynolds stress.
Multiscale analyses substantiate the four layer structure in
developed turbulent channel flow. In particular, the analysis
verifies the existence of a third layer, with its own
characteristic scaling, between the traditional inner and
outer layers.
The implications of these results are discussed relative to
the problem of wall-flow control. Attention is paid to the
utility of the present framework for both implementing and
assessing the effectiveness of candidate flow control
strategies. In this context, a new model of the boundary
layer, whose dynamical attributes are in accord with the
properties of the mean momentum balance, is presented and
discussed.[2] A brief discussion is provided that identifies
connections between the present findings to previous efforts
that have utilized the Lamb vector in assessing the
effectiveness of strategies intending to modify wall-flow
dynamics.[3]
[1] Wei, T., Fife, P., Klewicki, J. and McMurtry, P. 2005
“Properties of the mean momentum balance in turbulent boundary
layer, pipe and channel flows,” J. Fluid Mech., 522,
303.
[2] Klewicki, J., McMurtry, P., Fife, P. and Wei, T. 2004
“A physical model of the turbulent boundary layer consonant
with the structure of the mean momentum balance,” 15th
Australasian Fluid Mechanics Conference., University of
Sydney, Sydney Australia, 13-17 December.
[3] Crawford, C., Marmanis, H and Karniadakis, G. 1998 “The
Lamb vector and its divergence in turbulent drag reduction,”
in, Proc. International Symposium on Seawater Drag
Reduction, Newport, RI, July 22-24.
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Turbulent boundary layers and
their control: quantitative flow visualization results
Michele Onorato, Politecnico di Torino
The strong development of PIV in the last few years has
opened a new field for the experimental study of turbulent
flows. The main importance of PIV with respect to classical
point measurement techniques in the study of wall turbulence
is the ability of producing instantaneous maps of the
velocity field, giving information about organized motions
and their relation to the skin friction grow and turbulence
production. It should be fair to say that the bulk of our
recent understanding of the structure of turbulent wall
flows has been achieved by studies based on the analysis of
data obtained by direct numerical simulations. While the
capabilities of current computers restrict such simulations
to relatively low Reynolds numbers and relatively simple
geometry, the results have been extremely illuminating
because they provide full instantaneous fields of velocity,
vorticity, rate-of-strain and pressure with spatial and
temporal resolutions. One of the goal of using PIV is to
extend such knowledge to higher Reynolds numbers of greater
interest for industrial and environmental applications and
to more complex flows as, e.g., turbulent boundary layers
manipulated by external forces in order to control
turbulence, skin friction, wall heat exchange and
aeroacoustic emission. In this presentation results obtained
by applying PIV to canonical turbulent boundary layers and
to wall flows under the action of external forcing will be
shown and analysed. In particular results obtained at the
Modesto Panetti Aerodynamic Laboratory of the “Politecnico
di Torino” will be discussed, with reference, where it is
possible, to similar results produced in other laboratories.
In addition to PIV results for the basic canonical
zero-pressure-gradient turbulent boundary layer, data will
be here shown and discussed for two manipulated boundary
layer flows. In the first the control mechanism consists in
a forced transversal oscillation of the wall, in the second
the near wall flow is manipulated by large scale
longitudinal vortices. The reasons for the choice of these
external forcing mechanisms are that both are examples of
large scale manipulations and both are significant of
forcing by transversal motions superimposed to the mean
flow. All details about measurement procedures will be
omitted during the presentation.
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Least-squares based finite element
models for fluid flows
Junuthula Narasimha Reddy, Texas A & M University
A new computational methodology based on least-squares
variational principles and the finite element method is
discussed for the numerical solution of the non-stationary
Navier-Stokes equations governing viscous incompressible and
compressible fluid flows. The use of least-squares
principles leads to variationally unconstrained minimization
problems, where compatibility conditions between
approximation spaces – such as inf-sup conditions – never
arise. Furthermore, the resulting linear algebraic problem
will always have a symmetric positive definite (SPD)
coefficient matrix, allowing the use of robust and fast
preconditioned conjugate gradient methods for its solution.
In the context of viscous incompressible flows,
least-squares based formulations offer substantial
improvements over the (traditional) weak form Galerkin
finite element models – where the finite element spaces for
velocities and pressure must satisfy an inf-sup
compatibility condition and one must deal with an
un-symmetric and indefinite coefficient matrix. In contrast,
least-squares formulations circumvent the inf-sup condition,
thus allowing equal-order interpolation of velocities and
pressure, and result (after suitable linearization) in
linear algebraic systems with a SPD coefficient matrix. We
exploit the SPD nature of the coefficient matrix by
implementing a parallelized, matrix-free, preconditioned
conjugate gradient algorithm for efficient and fast solution
of the associated system of equations. In this lecture, the
basic theory of least-squares finite element formulations of
the Navier-Stokes equations governing viscous incompressible
flows will be presented, and their application through some
benchmark problems will be discussed.
The research is supported by Computational Mathematics
program of the Air Force Office of Scientific Research (AFOSR).
Dr. Juan Pontaza is the principal collaborator of the
research reported herein.
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Computational methods for
distributed parameter estimation with application to
inversion of 3D electromagnetic data
Uri Ascher, University of British Columbia
Inverse problems involving recovery of distributed
parameter functions arise in many applications. Many
practical instances require data inversion where the forward
problem can be written as a system of elliptic partial
differential equations. Realistic instances of such problems
in 3D can be very computationally intensive and require care
in the selection and development of appropriate algorithms.
The problem becomes even harder if the model to be recovered
is only piecewise continuous.
In this talk I will describe work we have been doing in
the context of inverting electromagnetic data in frequency
and time domains for geophysical mining applications with
the objective of making such computations practically
feasible. Our techniques are applicable in a wider context,
though.
A second part of the talk will describe our efforts to
accommodate discontinuities using modified TV and Huber
function regularization. These two variants are shown to be
very similar when parameters are chosen well (we show how).
The application to diffusive foward models such as Maxwell's
equations in low frequencies is perilous, though.
This is joint work with E. Haber.
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Mathematical analysis of certain
analytic sub-grid scale models of turbulence
Edriss Titi, Weizmann Institute of Science, Israel and
University of California, Irvine
In this talk I will discuss the mathematical difficulty
in proving global regularity for the three-dimensional
Navier-Stokes equations. Furthermore, I will show the global
regularity for certain analytic three-dimensional sub-grid
scale models of turbulence. This will include the
Smagorinsky model, Navier--Stokes-alpha model, the Leray-alpha
model and the Clark model. All these models are of nonlinear
parabolic type and each has a finite dimensional global
attractor. In some cases I will provide explicit bounds for
the fractal and Hausdorff dimensions of these attractors, in
terms of the relevant physical parameters. In addition, I
will also prove the global regularity for the "shell model"
of turbulence and show that it has a finite dimensional
inertial manifold. Hence, this model can be reduced to a
finite dimensional ordinary differential system. As a
result, one can show that this model has a unique invariant
measure associated with its dynamics when it is kicked
randomly.
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Using Navier-Stokes equations for
digital image denoising and restoration
Xue-Cheng Tai, University of Bergen
Abstract: In this talk, we shall try to summarize the
work we have done recently about using partial differential
equations for image analysis and processing, we shall
concentrate on noise removal and restoration. We shall start
by the well-known total variation denoising techniques. From
numerical experiments and some analysis, we show that better
properties can be kept if we use some modified higher oder
partial differential equations. In the end, we show that
Navier-Stokes equations is a naturally choice for noise
removal and image inpainting. However, the equations we
derive here is not coming from fluid mechanics, but from
some geometrical considerations for digital images.
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Duality techniques in numerical
flow simulation: error estimation, flow control and
stability analysis
Rolf Rannacher, Universität Heidelberg
We present a general approach to a posteriori error
control and mesh adaptation for solving flow problems by the
finite element method.
Traditionally, a posteriori error estimation in Galerkin
finite element methods aims at estimating the error with
respect to some natural energy norm in terms of the
'residual' of the computed solution. The problem is then to
localize the residual norm in order to make it computable as
a sum of cell-wise 'error indicators'. This approach seems
rather generic as it is based on the variational formulation
of the problem and allows us to exploit inherent coercivity
properties. However, in most applications the error in the
energy norm does not provide useful bounds on the errors in
the quantities of real physical interest. Meshes generated
on this basis may not be economical for the purpose of the
computation. A more versatile method for 'goal-oriented' a
posteriori error estimation is obtained by employing
concepts from optimal control theory. Using duality
techniques, we derive a posteriori error representations in
terms of primal and dual cell-residuals and associated
sensitivity factors. The resulting local error indicators
assist the construction of economical meshes for evaluating
and optimizing the quantities of physical interest. This
method is described in the context of flow simulation, i.e.,
the computation of flow quantities like drag and lift, their
optimization by boundary control and the corresponding
stability analysis. Also the potential of this approach for
the computation of turbulent flow is discussed.
Literature:
[1] R. Becker and R. Rannacher. An optimal control approach
to error estimation and mesh adaptation in finite element
methods, Acta Numerica 2000 (A. Iserles, ed.), pp. 1-102,
Cambridge University Press, 2001.
[2] W. Bangerth and R. Rannacher. Adaptive Finite Element
Methods for Differential Equations, Birkhaeuser:
Basel-Boston-Berlin, 2003.
[3] R. Becker. An optimal-control approach to a posteriori
error estimation for finite element discretizations of the
Navier-Stokes equations. East-West J. Numer. Math. 9,
257-274 (2000).
[4] R. Becker. Mesh adaptation for stationary flow control.
J. Math. Fluid Mech. 3, 317-341 (2001).
[5] R. Becker, V. Heuveline, and R. Rannacher. An optimal
control approach to adaptivity in computational fluid
mechanics, Int. J. Numer. Meth. Fluids. 40, 105-120 (2002).
[6] V. Heuveline and R. Rannacher. Eigenvalue computation in
hydrodynamic stability by adaptive finite elements,
Preprint, SFB 359, University of Heidelberg, December 2004.
« Back...
Motion of a liqeuid drop on a
solid surface
Huaxiong Huang, York University
In this talk we will describe two methods for computing
the motion of a liquid drop on a solid surface. For thin
drops with small contact angles, we formulate the problem
using lubrication theory. The time-dependent 4th order PDE
is solved using the method of lines. For fat drops with
large contact angles, we apply a front tracking method based
on Perkin's immersed boundary formulation. Numerical results
and some premilnary analytical results for the moving
contact line will be presented.
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Finite element simulation of
flow-structure interaction for a moving tuna
Tony Wen-Hann Sheu, National Taiwan University
A convection-diffusion-reaction finite element model is
proposed to simulate the transient Navier-Stokes equations
in moving quadratic elements. For stability reason, the
streamline upwind Petrov Galerkin (SUPG) finite element
model with accurate dispersion nature is developed by
preserving the analytic dispersion relation. The resulting
dispersion-relation-preserving and SCL-preserving l-SUPG
finite element model is applied to solve the fluid flow
equations with the linear elastic equations to analyze the
flow-structure interaction problems.
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Artificial boundary conditions for
the Navier-Stokes equations in unbounded domains
Weizhu Bao, National University of Singapore
Many incompressible viscous fluid flow problems are given
in unbounded domains, such as fluid flow around obstacles
and fluid flow in a channel. One of the numerical
difficulties in these problems is the unboundedness of the
physical domain. In this talk, we will show how to design
high order nonlocal/local artificial boundary conditions at
a given artificial boundary for the Navier-Stokes equations
in unbounded domain. Then the original problem is reduced to
a problem defined in a bounded computational domain. Well-posedness
of the reduced problem is proven. Finite element
approximation for the reduced problem and error estimate are
presented. Numerical results are reported to demonstrate the
efficiency of our high order artificial boundary conditions.
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A tentative mathematical
definition of LES and related mathematical issues
Jean Luc Guermond, Texas A&M University
In this talk I will discuss the mathematical foundations
of Large Eddy Simulation (LES). I'll try to convince the
audience that the mathematical program of LES is not clear
enough to yield significant mathematical advances. In
particular, it seems to me that a clear unequivocal
definition of LES is yet missing. In an attempt to spur
discussion on this matter, I'll propose a mathematical
definition of Large Eddy Simulation (LES) for
three-dimensional turbulent incompressible viscous flows.
I propose to call LES approximation of the Navier--Stokes
equations any sequence of finite-dimensional approximations
of the velocity and pressure fields that converge (possibly
up to subsequences) in the Leray class to a suitable weak
solution. I'll show that this definition is constructive by
giving examples based on hyperviscosity, the Leray
regularization, the so-called Leray-alpha model, the
nonlinear Galerkin method, and low-order finite element
approximations.
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A sequential regularization
formulation for incompressible Navier-Stokes equations
Ping Lin, National University of Singapore
Many mathematical models arising in Science and
Engineering lead to computationally challenging problems
involving differential equations with constraints. The
incompressible fluid flow governed by the Navier-Stokes
equations is one example of such problems. The direct
discretization of such models is typically fraught with
difficulties. We thus need to reformulate the original
problem to obtain a better behaved problem before
discretization. In this talk, I will use an ODE example to
introduce the concept of such equations and various
reformulation methods and its correspondence to existing
formulations in Navier-Stokes equations. I will then discuss
a particular family of such methods, the sequential
regularization method (SRM). The penalty method is a special
example. Advantages of the SRM over usual methods will be
highlighted. Convergence analysis is based on asymptotic
expansion. Finite difference (fully explicit without solving
any linear or nonlinear system) and Finite element methods
(standard finite elements) can be used and numerically
analyzed for the reformulated problem. Implementation issues
are discussed. A number of flow examples (cavity flow, jet
flow and flow passing a cylinder, etc) are computed to
demonstrate the method.
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