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Building an LBM Model. The following is a mixture of MATLAB and C. Care must be taken, because array indexing begins at 1 in MATLAB and at 0 in C. D2Q9 . 6. 2. 5. e 2. e 6. e 5. 0. 3. 1. e 3. e 1. e 4. e 8. e 7. 7. 4. 8. Define velocity vectors.

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building an lbm model

Building an LBM Model

The following is a mixture of MATLAB and C. Care must be taken, because array indexing begins at 1 in MATLAB and at 0 in C.

define velocity vectors

D2Q9

6

2

5

e2

e6

e5

0

3

1

e3

e1

e4

e8

e7

7

4

8

Define velocity vectors
  • In MATLAB, can write ex(0+1)=0, ex(1+1)=1, etc.
  • %define es
  • ex(0)= 0; ey(0)= 0
  • ex(1)= 1; ey(1)= 0
  • ex(2)= 0; ey(2)= 1
  • ex(3)=-1; ey(3)= 0
  • ex(4)= 0; ey(4)=-1
  • ex(5)= 1; ey(5)= 1
  • ex(6)=-1; ey(6)= 1
  • ex(7)=-1; ey(7)=-1
  • ex(8)= 1; ey(8)=-1
problem definition
Problem definition

LY=10

LX=20

tau = 1

g=0.00001

%set solid nodes

is_solid_node=zeros(LY,LX)

for i=1:LX

is_solid_node(1,i)=1

is_solid_node(LY,i)=1

end

LY

LX

% if ~is_interior_solid_node(j,i)

initialize density and fs assuming zero velocity
Initialize density and fs (assuming zero velocity)

%define initial density and fs

rho=ones(LY,LX);

f(:,:,1) = (4./9. ).*rho;

f(:,:,2) = (1./9. ).*rho;

f(:,:,3) = (1./9. ).*rho;

f(:,:,4) = (1./9. ).*rho;

f(:,:,5) = (1./9. ).*rho;

f(:,:,6) = (1./36.).*rho;

f(:,:,7) = (1./36.).*rho;

f(:,:,8) = (1./36.).*rho;

f(:,:,9) = (1./36.).*rho;

slide5

// Computing macroscopic density, rho, and velocity, u=(ux,uy).

for( j=0; j<LY; j++)

{

for( i=0; i<LX; i++)

{

u_x[j][i] = 0.0;

u_y[j][i] = 0.0;

rho[j][i] = 0.0;

if( !is_solid_node[j][i])

{

for( a=0; a<9; a++)

{

rho[j][i] += f[j][i][a];

u_x[j][i] += ex[a]*f[j][i][a];

u_y[j][i] += ey[a]*f[j][i][a];

}

u_x[j][i] /= rho[j][i];

u_y[j][i] /= rho[j][i];

}

}

}

periodic boundaries
On boundary, ‘neighboring’ point is on opposite boundaryPeriodic Boundaries

ip = ( i<LX-1)?( i+1):( 0 );

in = ( i>0 )?( i-1):( LX-1);

jp = ( j<LY-1)?( j+1):( 0 );

jn = ( j>0 )?( j-1):( LY-1);

where

LHS = (COND)?(TRUE_RHS):(FALSE_RHS);

means

if( COND) { LHS=TRUE_RHS;} else{ LHS=FALSE_RHS;}

slide8

// Compute the equilibrium distribution function, feq.

f1=3.;

f2=9./2.;

f3=3./2.;

for( j=0; j<LY; j++)

{

for( i=0; i<LX; i++)

{

if( !is_solid_node[j][i])

{

rt0 = (4./9. )*rhoij;

rt1 = (1./9. )*rhoij;

rt2 = (1./36.)*rhoij;

ueqxij = uxij; //Can add forcing here; see MATLAB code

ueqyij = uyij;

uxsq = ueqxij * ueqxij;

uysq = ueqyij * ueqyij;

uxuy5 = ueqxij + ueqyij;

uxuy6 = -ueqxij + ueqyij;

uxuy7 = -ueqxij + -ueqyij;

uxuy8 = ueqxij + -ueqyij;

usq = uxsq + uysq;

slide9

feqij[0] = rt0*( 1. - f3*usq);

feqij[1] = rt1*( 1. + f1*ueqxij + f2*uxsq - f3*usq);

feqij[2] = rt1*( 1. + f1*ueqyij + f2*uysq - f3*usq);

feqij[3] = rt1*( 1. - f1*ueqxij + f2*uxsq - f3*usq);

feqij[4] = rt1*( 1. - f1*ueqyij + f2*uysq - f3*usq);

feqij[5] = rt2*( 1. + f1*uxuy5 + f2*uxuy5*uxuy5 - f3*usq);

feqij[6] = rt2*( 1. + f1*uxuy6 + f2*uxuy6*uxuy6 - f3*usq);

feqij[7] = rt2*( 1. + f1*uxuy7 + f2*uxuy7*uxuy7 - f3*usq);

feqij[8] = rt2*( 1. + f1*uxuy8 + f2*uxuy8*uxuy8 - f3*usq);

}

}

}

collide
Collide

// Collision step.

for( j=0; j<LY; j++)

for( i=0; i<LX; i++)

if( !is_solid_node[j][i])

for( a=0; a<9; a++)

{

fij[a] = fij[a] + ( fij[a] - feqij[a])/tau;

}

bounceback boundaries
Bounceback Boundaries
  • Bounceback boundaries are particularly simple
  • Played a major role in making LBM popular among modelers interested in simulating fluids in domains characterized by complex geometries such as those found in porous media
  • Their beauty is that one simply needs to designate a particular node as a solid obstacle and no special programming treatment is required
collision solid nodes bounceback
Collision (solid nodes): Bounceback

// Standard bounceback.

temp = fij[1]; fij[1] = fij[3]; fij[3] = temp;

temp = fij[2]; fij[2] = fij[4]; fij[4] = temp;

temp = fij[5]; fij[5] = fij[7]; fij[7] = temp;

temp = fij[6]; fij[6] = fij[8]; fij[8] = temp;

slide15

// Streaming step.

for( j=0; j<LY; j++)

{

jn = (j>0 )?(j-1):(LY-1)

jp = (j<LY-1)?(j+1):(0 )

for( i=0; i<LX; i++)

{

if( !is_interior_solid_node[j][i])

{

in = (i>0 )?(i-1):(LX-1)

ip = (i<LX-1)?(i+1):(0 )

ftemp[j ][i ][0] = f[j][i][0];

ftemp[j ][ip][1] = f[j][i][1];

ftemp[jp][i ][2] = f[j][i][2];

ftemp[j ][in][3] = f[j][i][3];

ftemp[jn][i ][4] = f[j][i][4];

ftemp[jp][ip][5] = f[j][i][5];

ftemp[jp][in][6] = f[j][i][6];

ftemp[jn][in][7] = f[j][i][7];

ftemp[jn][ip][8] = f[j][i][8];

}

}

}

incorporating forcing gravity
Incorporating Forcing (gravity)
  • Gravitational acceleration is incorporated in a velocity term

ueqxij = u_x(j,i)+tau*g; %add forcing