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New Member
Join Date: Jul 2016
Posts: 5
Rep Power: 11 ![]() |
Hi All,
I am trying to simulate a gravity current within a simple long tank. I have a small amount of sea water (1060 kg/m^3) behind a lock on the left and the rest of the tank filled with normal water (1000 kg/m^3). I am using buoyantBoussineqPimpleFoam with a temperature difference to model the difference in density which works out to be 20K for the sea water and 300K for the water. I am using setFields to set the temperature difference and I have attached a picture of the initial temperature conditions. I am trying model with the lock is removed instantaneously but I fear that my boundary conditions are incorrect. The left, bottom and right walls are all using the relevant wall functions. I have the top as an inletoutlet (atmospheric) boundary conditions. Below are the main variable initial conditions: Code:
0/T.orig
dimensions [0 0 0 1 0 0 0];
internalField uniform 300;
boundaryField
{
floor1
{
type zeroGradient;
}
ceiling1
{
type zeroGradient;
}
floor2
{
type zeroGradient;
}
ceiling2
{
type zeroGradient;
}
leftWall
{
//type zeroGradient;
type fixedValue;
value uniform 20;
}
rightWall
{
type zeroGradient;
//type fixedValue;
//value uniform 300;
}
frontAndBack
{
type empty;
}
}
0/U
dimensions [0 1 -1 0 0 0 0];
internalField uniform (0 0 0);
boundaryField
{
floor1
{
type noSlip;
}
ceiling1
{
type pressureInletOutletVelocity;
value uniform (0 0 0);
}
floor2
{
type noSlip;
}
ceiling2
{
type pressureInletOutletVelocity;
value uniform (0 0 0);
}
leftWall
{
type dimensions [0 2 -2 0 0 0 0];
internalField uniform 0;
boundaryField
{
floor1
{
type calculated;
value $internalField;
}
ceiling1
{
type calculated;
value $internalField;
}
floor2
{
type calculated;
value $internalField;
}
ceiling2
{
type calculated;
value $internalField;
}
leftWall
{
type calculated;
value $internalField;
}
rightWall
{
type calculated;
value $internalField;
}
frontAndBack
{
type empty;
}
}dimensions [0 2 -2 0 0 0 0];
internalField uniform 0;
boundaryField
{
floor1
{
type calculated;
value $internalField;
}
ceiling1
{
type calculated;
value $internalField;
}
floor2
{
type calculated;
value $internalField;
}
ceiling2
{
type calculated;
value $internalField;
}
leftWall
{
type calculated;
value $internalField;
}
rightWall
{
type calculated;
value $internalField;
}
frontAndBack
{
type empty;
}
}dimensions [0 2 -2 0 0 0 0];
internalField uniform 0;
boundaryField
{
floor1
{
type calculated;
value $internalField;
}
ceiling1
{
type calculated;
value $internalField;
}
floor2
{
type calculated;
value $internalField;
}
ceiling2
{
type calculated;
value $internalField;
}
leftWall
{
type calculated;
value $internalField;
}
rightWall
{
type calculated;
value $internalField;
}
frontAndBack
{
type empty;
}
}
noSlip;
}
rightWall
{
type noSlip;
}
frontAndBack
{
type empty;
}dimensions [0 2 -2 0 0 0 0];
internalField uniform 0;
boundaryField
{
floor1
{
type calculated;
value $internalField;
}
ceiling1
{
type calculated;
value $internalField;
}
floor2
{
type calculated;
value $internalField;
}
ceiling2
{
type calculated;
value $internalField;
}
leftWall
{
type calculated;
value $internalField;
}
rightWall
{
type calculated;
value $internalField;
}
frontAndBack
{
type empty;
}
}
}
0/p
dimensions [0 2 -2 0 0 0 0];
internalField uniform 0;
boundaryField
{
floor1
{
type calculated;
value $internalField;
}
ceiling1
{
type calculated;
value $internalField;
}
floor2
{
type calculated;
value $internalField;
}
ceiling2
{
type calculated;
value $internalField;
}
leftWall
{
type calculated;
value $internalField;
}
rightWall
{
type calculated;
value $internalField;
}
frontAndBack
{
type empty;
}
}
Any help would be much appreciated. Thanks, Bish |
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