Challenge

Week 12 - Validation studies of Symmetry BC vs Wedge BC in OpenFOAM vs Analytical H.P equation

AIM :

To simulate the laminar flow of water through a circular pipe with the icoFoam solver and compare the results of simulation with the analytical solutions given by Hagen Poiseuille equations and to write a Matlab program that can generate the computational mesh automatically for different given wedge angle and grading schemes.

THEORY :

Assumptions :

  • The flow is incompressible, laminar ,steady and axisymmetric.
  • The working fluid is Newtonian (water).
  • The pipe-diameter is constant.

Water flows through a constant-diameter circular pipe of length 2 m and diameter 10 mm. It enters the pipe with Reynold's number, Re = 2100. Due to the no-slip condition at the walls of the pipe, a hydrodynamic boundary layer begins to develop near the walls.The hydrodynamic entrance region refers to the area of a pipe where fluid entering a pipe develops a velocity profile due to viscous forces spreading from a pipe's interior wall. This region has a non-uniform flow. The fluid enters a pipe at a constant speed, so fluid particles in the layer in contact with the pipe's surface come to a complete stop because of the no-slip rule. The layer in contact with the pipe surface is resistant to the acceleration of neighboring layers due to viscous forces within the fluid and slowly slows down adjacent layers of fluid, creating a velocity profile. To keep the mass true, the speed of the fluid layers in the center of the pipe increases to compensate for the reduced speed of the fluid layers near the surface of the pipe. It creates a gradient of velocity across the pipe cross-section.

The hydro-dynamic entrance length for laminar flow is given by the relation ,

`L_e/Dapprox0.05R_e`

Using relation, the hydro-dynamic entrance length for our problem was calculated to be `L_eapprox1.05 m` , hence +0.95m =2 m (for showcasing velocity flow profile in fully-developed region)

Density (`rho`) of water`=997 (kg)/m^3`

Dynamic viscosity (`mu`)`=0.00089N/m^2`

Radial Distance, R = 0 to r

Since this is a continuation of a previous challenge (laminar flow through a circular pipe simulated with the wedge boundary condition of `le 4`degrees and its comparison w.r.t Hagen-Poiseuille equations).Variation of velocity,pressure and shear stress along the pipe and its cross-section were studied.

The only main difference is BlockMeshDict file needs to be updated according to required angles of 10,25 and 45 degrees .Wedge type is required to be updated from wedge to symmetry in blockMesh, pressure and velocity files.

FORMULAE:

Average Velocity,`V_(avg)=(R_e*mu)/(rho.D)`

Maximum Velocity,`V_(max)=2*V_(avg)`

Pressure difference,`DeltaP=(8*mu*L*V_(a vg))/r^2`

Kinematic Pressure difference,`DeltaP_k=(DeltaP)/rho`

Shear Stress,`tau=(2*mu*V_(max)*R)/r^2`

WEDGE SECTION:

MATLAB CODE:

clear all
close all
clc

% The Reynolds number
Re = 2100
% The Diameter of pipe
D = 0.01
% The Entry length of pipe
L =0.05*Re*D
% The total length of pipe
L_p = L+0.95
% Radius of pipe
r = D/2
% Angle of symmetry 
theta =10 % change it to 25,45 degrees later
% Dynamic viscosity
mu = 0.89e-3
% Density 
rho = 997

% Hagen poiseuille flow equations
v_avg = (Re*mu)/(rho*D)
v_max = 2*(v_avg)
del_p = (8*mu*L_p*v_avg)/(r^2)
kinematic_p = del_p/rho


header1='/*----------------------------------*- C++ -*------------------------------------*'
header2='  =========                   |                                                    ' 
header3='   \      /  F ield          | OpenFOAM: The Open Source CFD Toolbox      '
header4='    \    /   O peration      | Website:  https://openfoam.org                 '
header5='     \  /    A nd            | Version:  8                                 '
header6='      \/     M anipulation   |                                                  '
header7='*----------------------------------------------------------------------------------*/'

f1 = fopen('blockMeshDict','w')
fprintf(f1, '%sn', header1)
fprintf(f1, '%sn', header2)
fprintf(f1, '%sn', header3)
fprintf(f1, '%sn', header4)
fprintf(f1, '%sn', header5)
fprintf(f1, '%sn', header6)
fprintf(f1, '%sn', header7)

fprintf(f1, 'FoamFilen{n')
fprintf(f1, '%12s t 2.0;n','version')
fprintf(f1, '%12s t ascii;n','format')
fprintf(f1, '%12s t dictionary;n','class')
fprintf(f1, '%12s t blockMeshDict;n','object')
fprintf(f1, '}n')
header8='// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //'
fprintf(f1, '%snn',header8)


fprintf(f1, 'convertToMeters 1;nn')

fprintf(f1, 'verticesn')
fprintf(f1, '(n')
fprintf(f1, 't (%d  %d %d)n',0,0,0)
fprintf(f1, 't (%d  %d %d)n',0,r*cosd(theta/2),r*sind(theta/2))
fprintf(f1, 't (%d  %d %d)n',0,r*cosd(theta/2),-r*sind(theta/2))
fprintf(f1, 't (%d  %d %d)n',L_p,0,0)
fprintf(f1, 't (%d  %d %d)n',L_p,r*cosd(theta/2),r*sind(theta/2))
fprintf(f1, 't (%d  %d %d)n',L_p,r*cosd(theta/2),-r*sind(theta/2))
fprintf(f1, ');nn')


fprintf(f1, 'blocksn')
fprintf(f1, '(n')
fprintf(f1, 't hex (0 3 5 2 0 3 4 1) (%d %d %d)',300,20,1)
fprintf(f1, ' SimpleGrading (1 0.1 1)nn')
fprintf(f1, ');nn')

fprintf(f1, 'edgesn')
fprintf(f1, '(n')
fprintf(f1, 't arc %d %d (%d %d %d)n',1,2,0,r,0)
fprintf(f1, 't arc %d %d (%d %d %d)n',4,5,L_p,r,0)
fprintf(f1, ');nn')

fprintf(f1, 'boundaryn')
fprintf(f1, '(n')
fprintf(f1, 't inlet n')
fprintf(f1, 't {n')
fprintf(f1, 'tt type patch;n')
fprintf(f1, 'tt facesn')
fprintf(f1, 'tt (n')
fprintf(f1, 'ttt (0 1 2 0)n')
fprintf(f1, 'tt );n')
fprintf(f1, 't }n')


fprintf(f1, 't outletn')
fprintf(f1, 't {n')
fprintf(f1, 'tt type patch;n')
fprintf(f1, 'tt facesn')
fprintf(f1, 'tt (n')
fprintf(f1, 'ttt (3 5 4 3)n')
fprintf(f1, 'tt );n')
fprintf(f1, 't }n')


fprintf(f1, 't topn')
fprintf(f1, 't {n')
fprintf(f1, 'tt type wall;n')
fprintf(f1, 'tt facesn')
fprintf(f1, 'tt (n')
fprintf(f1, 'ttt (1 4 5 2)n')
fprintf(f1, 'tt );n')
fprintf(f1, 't }n')

fprintf(f1, 't frontn')
fprintf(f1, 't {n')
fprintf(f1, 'tt type symmetry;n')
fprintf(f1, 'tt facesn')
fprintf(f1, 'tt (n')
fprintf(f1, 'ttt (0 3 4 1)n')
fprintf(f1, 'tt );n')
fprintf(f1, 't }n')

fprintf(f1, 't backn')
fprintf(f1, 't {n')
fprintf(f1, 'tt type symmetry;n')
fprintf(f1, 'tt facesn')
fprintf(f1, 'tt (n')
fprintf(f1, 'ttt (0 2 5 3)n')
fprintf(f1, 'tt );n')
fprintf(f1, 't }n')

fprintf(f1, 't axisn')
fprintf(f1, 't {n')
fprintf(f1, 'tt type empty;n')
fprintf(f1, 'tt facesn')
fprintf(f1, 'tt (n')
fprintf(f1, 'ttt (0 3 3 0)n')
fprintf(f1, 'tt );n')
fprintf(f1, 't }n')
fprintf(f1, '); nn')

fprintf(f1, 'mergePatchPairsn')
fprintf(f1, '(n')
fprintf(f1, ');n')

header9='// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //'
fprintf(f1, '%sn',header9)

fclose(f1)

BLOCKMESH DICT:

/*----------------------------------*- C++ -*------------------------------------*
  =========                   |                                                    
   \      /  F ield          | OpenFOAM: The Open Source CFD Toolbox      
    \    /   O peration      | Website:  https://openfoam.org                 
     \  /    A nd            | Version:  8                                 
      \/     M anipulation   |                                                  
*----------------------------------------------------------------------------------*/
FoamFile
{
     version 	 2.0;
      format 	 ascii;
       class 	 dictionary;
      object 	 blockMeshDict;
}
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //

convertToMeters 1;

vertices
(
	 (0  0 0)
	 (0  4.980973e-03 4.357787e-04)
	 (0  4.980973e-03 -4.357787e-04)
	 (2  0 0)
	 (2  4.980973e-03 4.357787e-04)
	 (2  4.980973e-03 -4.357787e-04)
);

blocks
(
	 hex (0 3 5 2 0 3 4 1) (300 20 1) SimpleGrading (1 0.1 1)

);

edges
(
	 arc 1 2 (0 5.000000e-03 0)
	 arc 4 5 (2 5.000000e-03 0)
);

boundary
(
	 inlet 
	 {
		 type patch;
		 faces
		 (
			 (0 1 2 0)
		 );
	 }
	 outlet
	 {
		 type patch;
		 faces
		 (
			 (3 5 4 3)
		 );
	 }
	 top
	 {
		 type wall;
		 faces
		 (
			 (1 4 5 2)
		 );
	 }
	 front
	 {
		 type symmetry;
		 faces
		 (
			 (0 3 4 1)
		 );
	 }
	 back
	 {
		 type symmetry;
		 faces
		 (
			 (0 2 5 3)
		 );
	 }
	 axis
	 {
		 type empty;
		 faces
		 (
			 (0 3 3 0)
		 );
	 }
); 

mergePatchPairs
(
);
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //

CONTROL DICT:

/*--------------------------------*- C++ -*----------------------------------*
  =========                 |
  \      /  F ield         | OpenFOAM: The Open Source CFD Toolbox
   \    /   O peration     | Website:  https://openfoam.org
    \  /    A nd           | Version:  8
     \/     M anipulation  |
*---------------------------------------------------------------------------*/
FoamFile
{
    version     2.0;
    format      ascii;
    class       dictionary;
    location    "system";
    object      controlDict;
}
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //

application     icoFoam;

startFrom       startTime;

startTime       0;

stopAt          endTime;

endTime         8;

deltaT          0.001;

writeControl    timeStep;

writeInterval   20;

purgeWrite      0;

writeFormat     ascii;

writePrecision  6;

writeCompression off;

timeFormat      general;

timePrecision   6;

runTimeModifiable true;


// ************************************************************************* //

BOUNDARY CONDITIONS:

VELOCITY:

/*--------------------------------*- C++ -*----------------------------------*
  =========                 |
  \      /  F ield         | OpenFOAM: The Open Source CFD Toolbox
   \    /   O peration     | Website:  https://openfoam.org
    \  /    A nd           | Version:  8
     \/     M anipulation  |
*---------------------------------------------------------------------------*/
FoamFile
{
    version     2.0;
    format      ascii;
    class       volVectorField;
    object      U;
}
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //

dimensions      [0 1 -1 0 0 0 0];

internalField   uniform (0.1874 0 0);

boundaryField
{
    inlet
    {
        type            fixedValue;
        value           uniform (0.1874 0 0);
    }

    outlet
    {
        type            zeroGradient;
    }
    
    axis
    {
        type            empty;
    }
    
    top
    {
        type            fixedValue;
        value           uniform (0 0 0);
    }
    
    front
    {
        type            symmetry;
    }
    
    back
    {
        type            symmetry;
    }
}

// ************************************************************************* //

PRESSURE:

/*--------------------------------*- C++ -*----------------------------------*
  =========                 |
  \      /  F ield         | OpenFOAM: The Open Source CFD Toolbox
   \    /   O peration     | Website:  https://openfoam.org
    \  /    A nd           | Version:  8
     \/     M anipulation  |
*---------------------------------------------------------------------------*/
FoamFile
{
    version     2.0;
    format      ascii;
    class       volScalarField;
    object      p;
}
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //

dimensions      [0 2 -2 0 0 0 0];

internalField   uniform 0;

boundaryField
{
    inlet
    {
        type            zeroGradient;
    }

    outlet
    {
        type            fixedValue;
        value   uniform  0.10709;
    }

    axis
    {
        type            empty;
    }
    
     top
    {
        type            zeroGradient;
    }
    
    front
    {
        type            symmetry;
    }
    
    back
    {
        type            symmetry;
    }
    
    
}

// ************************************************************************* //

TRANSPORT PROPERTIES:

/*--------------------------------*- C++ -*----------------------------------*
  =========                 |
  \      /  F ield         | OpenFOAM: The Open Source CFD Toolbox
   \    /   O peration     | Website:  https://openfoam.org
    \  /    A nd           | Version:  8
     \/     M anipulation  |
*---------------------------------------------------------------------------*/
FoamFile
{
    version     2.0;
    format      ascii;
    class       dictionary;
    location    "constant";
    object      transportProperties;
}
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //

nu              [0 2 -1 0 0 0 0] 8.9267e-07;


// ************************************************************************* //

RESULTS:

Wedge angle 10 deg :

Wedge angle 25 deg :

Wedge angle 45 deg

VELOCITY PROFILE:

Fully developed condition:

Velocity dips to zero at walls justifies the No-Slip boundary condition.

PRESSURE PROFILE:

SHEAR STRESS PROFILE:

Shear stress is maximum at the walls and zero at axis, but plot shows it decreases at the end is mostly due to it taking average cell values as the method for evaluation and that for end point at wall, there exists no point beyond it for consideration.

Wedge Angle (degrees)

Max. velocity (m/s)

Kinematic pressure

Max. shear stress

Hagen Poiseuille equation

0.3749

0.10709

0.1334

4-wedge BC

0.3727

0.10706

0.1305

10-symmetry BC

0.3709

0.10709

0.1299

25-symmetry BC

0.3710

0.10709

0.1324

45-symmetry BC

0.3718

0.10709

0.1329

INFERENCE:

Symmetry Boundary Condition takes more computational time as compared to wedge Boundary Condition. The courant number is also slightly increasing compared to the wedge condition(as the increase in the wedge angle leads to increase in element size of the mesh since the no. of total elements remain same in the analysis). In general we can say that symmetry condition is more accurate (from shear and kinematic values, although max. velocity differs in this respect).

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