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<div class="Section1">
Instructions for transonic axisymmetric bump flow calculation
<nowiki>=============================================================</nowiki>
Grid
<nowiki>====</nowiki>
A Fortran program for generating a single-block two-dimensional grid,
together with sufficient documentation, can be found in files
[../C/gridaxibump.f.txt gridaxibump.f]  and  [../C/gridaxibump.htm gridaxibump]
For an axisymmetric calculation the 2D plane should be rotated as
mentioned at the top of gridaxibump.f
Boundary Conditions
<nowiki>===================</nowiki>
Boundary conditions for the variables are as follows:
<span style="mso-tab-count: 1">      </span>X=Xmin: inflow - Uniform inlet Mach Number of 0.875 for axial
<span style="mso-tab-count: 2">            </span>component and zero value for others
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>X=Xmax: outflow - zero longitudinal gradient
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>Y=Ymin: no-slip wall
<span style="mso-tab-count: 1">      </span>Y=YMAX: Euler wall<span style="mso-tab-count: 1">      </span>
Notes about the dimension of the computational domain:
<span style="mso-tab-count: 1">      </span>1. XMAX set at x/c=3.5 from bump trailing edge. This is sufficiently far <span style="mso-tab-count: 2">        </span>
<span style="mso-tab-count: 2">  </span> from the zone of interest; here c is the bump chord length.
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>2. YMAX set at 4.5*c ensures that there is no shock reflection.
<span style="mso-tab-count: 2">            </span>There is, however, a fluctuation of ~1% of free-stream Mach No.
<span style="mso-tab-count: 2">            </span>on the top boundary. This is found to have negligible effect
<span style="mso-tab-count: 2">            </span>on the critical flow features such as CP.
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>3. XMIN set at 4.0*c upstream from the bump leading edge.
<span style="mso-tab-count: 2">            </span>After several trials, we found that if we specify
<span style="mso-tab-count: 2">            </span>a plug velocity profile at this location, the corresponding
<span style="mso-tab-count: 2">            </span>profile at x/c=-0.25 matches with experiment reasonably well.
<span style="mso-tab-count: 2">            </span>However, other inlet profiles with different XMIN location
<span style="mso-tab-count: 2">            </span>may be possible.<span style="mso-spacerun: yes">  </span>
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>4. All of above observations are based on high-Re k-e calculations.
<span style="mso-tab-count: 2">            </span>
Experimental Data
<nowiki>=================</nowiki>
The experimental data at different axial locations are given in files
Experiment-CP.txt  and  Experiment-UV.txt
<span style="mso-tab-count: 1">      </span>Wall static Pressure (CP) is calculated as
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>CP = (p-p0)/0.5*rho0*u0**2
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>p0, rho0 and u0 are the free-stream quantities
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>X: Normalised distance along the flow. (=x/c, where c is the
<span style="mso-tab-count: 2">            </span>bump chord length. X=1.0 corresponds to the bump trailing edge.
<span style="mso-tab-count: 1">      </span>Y: Vertical distance from the bottom solid wall (=y/c)
<span style="mso-tab-count: 1">      </span>U: Normalised streamwise velocity (=u/u0)
<span style="mso-tab-count: 1">      </span>V: Normalised transverse velocity (=v/u0)
<span style="mso-tab-count: 1">      </span>UU: Normalised streamwise component of normal stress (= u'u'/u0**2)
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>VV: Normalised transverse component of normal stress (= v'v’/u0**2)
<span style="mso-tab-count: 1">      </span>MUV: Normalised Reynolds shear stress (= -u'v'/uo**2)
<span style="mso-tab-count: 1">      </span>TKE: Turbulent Kinetic Energy (=k/u0**2)
<span style="mso-tab-count: 1">      </span>where, k = 0.5*(u'**2+v'**2+w'**2)
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>Since only u' and v' were measured, the third component was
<span style="mso-tab-count: 1">      </span>calculated from :
<span style="mso-tab-count: 1">      </span>
<span style="mso-tab-count: 1">      </span>w'**2=0.5*(u'**2+v'**2)
NOTE: Please note that at some locations, data for all the above
variables were not always available. This may be recognized in the
data sets below by the appearance of a '999' which does not represent
a real value.
CFD Calculations
<nowiki>=================</nowiki>
The data derived from CFD calculations using a number of different turbulence models can be found in:
[../U3-05des.htm#CFD_Data CFD Files]
The interpretation of the tabulated data is the same as that above for the experimental data with the following additions.
CF =<span style="mso-spacerun: yes">  </span>(wall shear stress)/(0.5*rho0*u0**2)
NUT = <span style="mso-spacerun: yes"> </span>(Turbulent Viscosity)/(rho*u0*c)
The final column of data is the normalised second scale determining variable (e.g e or w etc.)
</div>




{{UFR|front=UFR 3-05|description=UFR 3-05 Description|references=UFR 3-05 References|testcase=UFR 3-05 Test Case|evaluation=UFR 3-05 Evaluation|qualityreview=UFR 3-05 Quality Review|bestpractice=UFR 3-05 Best Practice Advice|relatedACs=UFR 3-05 Related ACs}}
{{UFR|front=UFR 3-05|description=UFR 3-05 Description|references=UFR 3-05 References|testcase=UFR 3-05 Test Case|evaluation=UFR 3-05 Evaluation|qualityreview=UFR 3-05 Quality Review|bestpractice=UFR 3-05 Best Practice Advice|relatedACs=UFR 3-05 Related ACs}}

Revision as of 13:49, 11 April 2010

Front Page

Description

Test Case Studies

Evaluation

Best Practice Advice

References



Instructions for transonic axisymmetric bump flow calculation

=============================================================

Grid

====

A Fortran program for generating a single-block two-dimensional grid,

together with sufficient documentation, can be found in files

[../C/gridaxibump.f.txt gridaxibump.f] and [../C/gridaxibump.htm gridaxibump]

For an axisymmetric calculation the 2D plane should be rotated as

mentioned at the top of gridaxibump.f

Boundary Conditions

===================

Boundary conditions for the variables are as follows:

X=Xmin: inflow - Uniform inlet Mach Number of 0.875 for axial

component and zero value for others

X=Xmax: outflow - zero longitudinal gradient

Y=Ymin: no-slip wall

Y=YMAX: Euler wall

Notes about the dimension of the computational domain:

1. XMAX set at x/c=3.5 from bump trailing edge. This is sufficiently far

from the zone of interest; here c is the bump chord length.

2. YMAX set at 4.5*c ensures that there is no shock reflection.

There is, however, a fluctuation of ~1% of free-stream Mach No.

on the top boundary. This is found to have negligible effect

on the critical flow features such as CP.

3. XMIN set at 4.0*c upstream from the bump leading edge.

After several trials, we found that if we specify

a plug velocity profile at this location, the corresponding

profile at x/c=-0.25 matches with experiment reasonably well.

However, other inlet profiles with different XMIN location

may be possible.

4. All of above observations are based on high-Re k-e calculations.

Experimental Data

=================

The experimental data at different axial locations are given in files

Experiment-CP.txt and Experiment-UV.txt

Wall static Pressure (CP) is calculated as

CP = (p-p0)/0.5*rho0*u0**2

p0, rho0 and u0 are the free-stream quantities

X: Normalised distance along the flow. (=x/c, where c is the

bump chord length. X=1.0 corresponds to the bump trailing edge.

Y: Vertical distance from the bottom solid wall (=y/c)

U: Normalised streamwise velocity (=u/u0)

V: Normalised transverse velocity (=v/u0)

UU: Normalised streamwise component of normal stress (= u'u'/u0**2)

VV: Normalised transverse component of normal stress (= v'v’/u0**2)

MUV: Normalised Reynolds shear stress (= -u'v'/uo**2)

TKE: Turbulent Kinetic Energy (=k/u0**2)

where, k = 0.5*(u'**2+v'**2+w'**2)

Since only u' and v' were measured, the third component was

calculated from :

w'**2=0.5*(u'**2+v'**2)

NOTE: Please note that at some locations, data for all the above

variables were not always available. This may be recognized in the

data sets below by the appearance of a '999' which does not represent

a real value.

CFD Calculations

=================

The data derived from CFD calculations using a number of different turbulence models can be found in:

[../U3-05des.htm#CFD_Data CFD Files]

The interpretation of the tabulated data is the same as that above for the experimental data with the following additions.

CF = (wall shear stress)/(0.5*rho0*u0**2)

NUT = (Turbulent Viscosity)/(rho*u0*c)

The final column of data is the normalised second scale determining variable (e.g e or w etc.)


Front Page

Description

Test Case Studies

Evaluation

Best Practice Advice

References