Unit_XI
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Transcript of Unit_XI
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Unit XI
Implementation of boundary conditions in CFD
The common boundary conditions used in CFD control volume method
are1. inlet
2. outlet
3. wall
4. prescribed pressure
5. symmetry
6. periodicity (or cyclic boundary condition)
The following assumptions are made for implementing boundary
conditions
i. the flow is always subsonic (M < 1), (ii) k- turbulence modelling
is used, (iii) the hybrid differencing method is used for discretisation and
(iv) the SIMPLE solution algorithm is applied.
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Inlet boundary conditions
The distribution of all flow variables are need to be specified at inlet
boundaries
Consider a grid arrangement in a flow field as shown in fig.
Figures 1, 2,3,4 shows the grid arrangement in the immediate vicinity of
an inlet for u- and v- momentum, pressure and scalor correction
equation cells. The flow direction is assumed to be broadly from the left
to the right in the diagrams.The grid extends outside the physical boundary and the nodes along the
line I= 1 are used to store the inlet values of flow variables. The
discretised equation is solved for the first internal cell, which is shaded
as shown in fig. 1.The diagrams also show the 'active' neighbours and cell faces which are
represented in the discretised equation for the shaded cell assuming
that hybrid differencing is used. For instance, in Figures the active
neighbour velocities are given by means of arrows and the active facepressures by solid dots.
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Fig.1u-velocity cell at the inlet boundary Fig.2 v-velocity cell at the inlet boundary
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Fig.3. Pressure correction fig.4 Scalar cell at inlet boundary
cell at inlet boundary
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The figures indicate that all links to neighbouring nodes remain active
for the first u-, v- and cell, so to accommodate the inlet boundary
condition for these variables it is unnecessary to make any modifications
to their discretised equations.
The pressure field obtained by solving the pressure correction equation
does not give absolute pressures. It is common practice to fix the
absolute pressure at one inlet node and set the pressure correction to
zero at that node. Having specified a reference value the absolute
pressure field inside the domain can be obtained.
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Outlet boundary conditions
Outlet boundary conditions may be used in conjunction with the inlet
boundary conditions. If the location of the outlet is selected far away
from geometrical disturbances the flow often reaches a fully developed
state where no change occurs in the flow direction. In such a region we
can place an outlet surface and state that the gradients of all variables
(except pressure) are zero in the flow direction.
Figures 1,2,3,4 show the grid arrangements near such an outlet
boundary.
If NI is the total number of nodes in the x-direction, the equations are
solved for cells up to I (or i) = NI 1. Before the relevant equations are
solved the values of flow variables at the next node (NI), just outside thedomain, are determined by extrapolation from the interior on the
assumption of zero gradient at the outlet plane.
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Fig.1 u-control volume at an outlet boundary fig.2 v-control volume at an outlet boundary
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Fig.3 Pressure correction cell at an outlet boundary Fig.4 Scalar cell at an outlet boundary
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For the v- and scalar equations this implies setting
Figures 2 and 4 show that all links are active for these
variables so their discretised equations can be solved as normal.
Calculation of u at the outlet plane i = NI by assuming a zero gradientgives
During the iteration cycles of the SIMPLE algorithm there is no
guarantee that these velocities will conserve mass over the
computational domain as a whole. To ensure that overall continuity is
satisfied the total mass flux going out of the domain (Mout) is first
computed by summing all the extrapolated outlet velocities. To make
the mass flux out equal to the mass flux Min coming into the domain all
the outlet velocity components are multiplied by the ratio
Min/Mout. Thus the outlet plane velocities with the continuitycorrection are given by
These values are subsequently used as the east neighbour velocities in
the discretised momentum equations for
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Wall boundary conditions
The wall is the most common boundary encountered in confined fluid
flow problems.Consider a solid wall parallel to the x-direction. Figures 1,2,3 illustrate
the grid details in the near wall regions for the u-velocity component
(parallel to the wall), for the v-velocity component (perpendicular to the
wall) and for scalar variables.
The no-slip condition (u = v =0) is the appropriate condition for the
velocity components at solid walls. The normal component of the
velocity can simply be set to zero at the boundary (j= 2) and the
discretised momentum equation at the next v-cell in the flow (j = 3) can
be evaluated without modification. Since the wall velocity is known it is
also unnecessary to perform a pressure correction here.
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fig 1 u-velocity cell at a wall boundary
fig.2
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Fig.3 Scalar cell at a wall boundary
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The constant pressure boundary condition
The constant pressure condition is used in situations where exact details
of the flow distribution are unknown but the boundary values of
pressure are known. Typical problems where this boundary condition isappropriate include external flows around objects, free surface flows,
buoyancy-driven flows such as natural ventilation and fires, and also
internal flows with multiple outlets.
In applying the fixed pressure boundary the pressure correction is set tozero at the nodes. The u-momentum equation is solved from i = 3 and
the v-momentum and other equations from I = 2 onwards. The main
outstanding problem is the unknown flow direction which is governed
by the conditions inside the calculation domain. The u- velocity
component across the domain boundary is generated as part of the
solution process by ensuring that continuity is satisfied at every cell. For
example, in fig 1, the values of ue and of vs and vn emerge from solving
the discretised u- and v- momentum equations inside the domain. Given
these values we can compute uw by insisting that mass is conserved for'-
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P-cell at an inlet boundary p'-cell at an outlet boundary
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This implementation of the boundary condition causes the p'-cell
nearest to the boundaries to act as a source or sink of mass. The process
is repeated for each pressure boundary cell. Other variables such as , T,
k and must be assigned inflow values where the flow direction is into
the domain. Where the flow is outwards their values just outside the
domain may be obtained by means of extrapolation
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Symmetry boundary condition
The conditions at a symmetry boundary are: (i) no flow across the
boundary and (ii) no scalar flux across the boundary. In the
implementation, normal velocities are set to zero at a symmetryboundary and the values of all other properties just outside the solution
domain (say I or i = 1) are equated to their values at the nearest node
just inside the domain (Ior i = 2):
In the discretised p'-equations the link with the symmetry boundary
side is cut by setting the appropriate coefficient to zero; no further
modifications are required.
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Periodic or cyclic boundary condition
Periodic or cyclic boundary conditions arise from a different type of
symmetry in a problem.
Consider for example swirling flow in a cylindrical furnace shown in
Figure. In the burner arrangement gaseous fuel is introduced through six
symmetrically placed holes and swirl air enters through the outer
annulus of the burner.
h bl b l d l d l l d ( ) b
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This problem can be solved in cylindrical polar co-ordinates (z, r, ) by
considering a 60 angular sector as shown in the diagram where k refers
to r-z planes in the -direction. The flow rotates in this direction, and
under the given conditions the flow entering the first k-plane of the
sector should be exactly the same as that leaving the last k-plane. This is
an example of cyclic symmetry. The pair of boundaries k = 1 and k =NK
are called periodic or cyclic boundaries.
To apply cyclic boundary conditions we need to set the flux of all flow
variables leaving the outlet cyclic boundary equal to the flux enteringthe inlet cyclic boundary. This is achieved by equating the values of each
variable at the nodes just upstream and downstream of the inlet plane
to the nodal values just upstream and downstream of the outlet plane.
For all variables except the velocity component across the inlet andoutlet planes (say w) we have
For the velocity component across the boundary we have