Commit 36b04d7e authored by Dave Moxey's avatar Dave Moxey

Merge branch 'tidy/remove-examples' into 'master'

Remove examples

See merge request !1094
parents 2f96e6db 6ebf342c
Pipeline #1180 passed with stages
in 7 minutes and 42 seconds
<?xml version="1.0" encoding="utf-8"?>
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<E ID="0"> 0 1 </E>
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<T ID="0"> 0 3 12 </T>
<T ID="1"> 2 12 5 </T>
<T ID="2"> 1 4 13 </T>
<T ID="3"> 3 13 6 </T>
<Q ID="4"> 5 8 10 7 </Q>
<Q ID="5"> 8 6 9 11 </Q>
</ELEMENT>
<COMPOSITE>
<C ID="0"> T[0-3] </C>
<C ID="1"> Q[4-5] </C>
<C ID="2"> E[0,1,2,7] </C>
<C ID="3"> E[4,9,10,11] </C>
</COMPOSITE>
<DOMAIN> C[0-1] </DOMAIN>
</GEOMETRY>
<EXPANSIONS>
<E COMPOSITE="C[0]" NUMMODES="14" TYPE="MODIFIED" />
<E COMPOSITE="C[1]" NUMMODES="14" TYPE="MODIFIED" />
</EXPANSIONS>
<CONDITIONS>
<PARAMETERS>
<P> FinTime = 0.75 </P>
<P> NumSteps = 500 </P>
<P> TimeStep = FinTime/NumSteps </P>
<P> IO_CheckSteps = NumSteps </P>
<P> IO_InfoSteps = 1000 </P>
<P> advx = 1 </P>
<P> advy = 1 </P>
</PARAMETERS>
<SOLVERINFO>
<I PROPERTY="EQTYPE" VALUE="UnsteadyAdvection" />
<I PROPERTY="Projection" VALUE="Continuous" />
<I PROPERTY="TimeIntegrationMethod" VALUE="ClassicalRungeKutta4" />
</SOLVERINFO>
<VARIABLES>
<V ID="0"> u </V>
</VARIABLES>
<BOUNDARYREGIONS>
<B ID="0"> C[2] </B>
<B ID="1"> C[3] </B>
</BOUNDARYREGIONS>
<BOUNDARYCONDITIONS>
<REGION REF="0">
<D VAR="u" USERDEFINEDTYPE="TimeDependent"
VALUE="sin(PI*(x-advx*t))*cos(PI*(y-advy*t))" />
</REGION>
<REGION REF="1">
<N VAR="u" VALUE="0" />
</REGION>
</BOUNDARYCONDITIONS>
<FUNCTION NAME="AdvectionVelocity">
<E VAR="Vx" VALUE="1" />
<E VAR="Vy" VALUE="1" />
</FUNCTION>
<FUNCTION NAME="ExactSolution">
<E VAR="u" VALUE="sin(PI*(x-advx*t))*cos(PI*(y-advy*t))" />
</FUNCTION>
<FUNCTION NAME="InitialConditions">
<E VAR="u" VALUE="sin(PI*x)*cos(PI*y)" />
</FUNCTION>
</CONDITIONS>
</NEKTAR>
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<ELEMENT>
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<S ID="1"> 1 2 </S>
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<S ID="6"> 6 7 </S>
<S ID="7"> 7 8 </S>
<S ID="8"> 8 9 </S>
<S ID="9"> 9 10 </S>
</ELEMENT>
<COMPOSITE>
<C ID="0"> S[0-9] </C>
<C ID="1"> V[0] </C>
<C ID="2"> V[10] </C>
</COMPOSITE>
<DOMAIN> C[0] </DOMAIN>
</GEOMETRY>
<EXPANSIONS>
<E COMPOSITE="C[0]" FIELDS="u" TYPE="GLL_LAGRANGE_SEM" NUMMODES="4"/>
</EXPANSIONS>
<CONDITIONS>
<PARAMETERS>
<P> FinTime = 20 </P>
<P> TimeStep = 0.01 </P>
<P> NumSteps = FinTime/TimeStep </P>
<P> IO_CheckSteps = 100000 </P>
<P> IO_InfoSteps = 100000 </P>
<P> advx = 1 </P>
<P> advy = 0 </P>
</PARAMETERS>
<SOLVERINFO>
<I PROPERTY="EQTYPE" VALUE="UnsteadyAdvection"/>
<I PROPERTY="Projection" VALUE="DisContinuous"/>
<I PROPERTY="AdvectionType" VALUE="FRDG"/>
<I PROPERTY="UpwindType" VALUE="Upwind"/>
<I PROPERTY="TimeIntegrationMethod" VALUE="ClassicalRungeKutta4"/>
</SOLVERINFO>
<VARIABLES>
<V ID="0"> u </V>
</VARIABLES>
<BOUNDARYREGIONS>
<B ID="0"> C[1] </B>
<B ID="1"> C[2] </B>
</BOUNDARYREGIONS>
<BOUNDARYCONDITIONS>
<REGION REF="0">
<P VAR="u" VALUE="[1]"/>
</REGION>
<REGION REF="1">
<P VAR="u" VALUE="[0]"/>
</REGION>
</BOUNDARYCONDITIONS>
<FUNCTION NAME="AdvectionVelocity">
<E VAR="Vx" VALUE="advx"/>
</FUNCTION>
<FUNCTION NAME="InitialConditions">
<E VAR="u" VALUE="exp(-20.0*x*x)"/>
</FUNCTION>
<FUNCTION NAME="ExactSolution">
<E VAR="u" VALUE="exp(-20.0*x*x)"/>
</FUNCTION>
</CONDITIONS>
</NEKTAR>
\ No newline at end of file
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xsi:noNamespaceSchemaLocation="http://www.nektar.info/schema/nektar.xsd">
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<VERTEX>
<V ID="0"> -1.0 -1.0 0.0 </V>
<V ID="1"> 0.0 -1.0 0.0 </V>
<V ID="2"> 1.0 -1.0 0.0 </V>
<V ID="3"> -1.0 0.0 0.0 </V>
<V ID="4"> 0.0 0.0 0.0 </V>
<V ID="5"> 1.0 0.0 0.0 </V>
<V ID="6"> -1.0 1.0 0.0 </V>
<V ID="7"> 0.0 1.0 0.0 </V>
<V ID="8"> 1.0 1.0 0.0 </V>
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<EDGE>
<E ID="0"> 0 1 </E>
<E ID="1"> 1 2 </E>
<E ID="2"> 0 3 </E>
<E ID="3"> 1 4 </E>
<E ID="4"> 2 5 </E>
<E ID="5"> 3 4 </E>
<E ID="6"> 4 5 </E>
<E ID="7"> 6 3 </E>
<E ID="8"> 4 7 </E>
<E ID="9"> 5 8 </E>
<E ID="10"> 6 7 </E>
<E ID="11"> 7 8 </E>
<E ID="12"> 0 4 </E>
<E ID="13"> 1 5 </E>
</EDGE>
<ELEMENT>
<T ID="0"> 0 3 12 </T>
<T ID="1"> 2 12 5 </T>
<T ID="2"> 1 4 13 </T>
<T ID="3"> 3 13 6 </T>
<Q ID="4"> 5 8 10 7 </Q>
<Q ID="5"> 8 6 9 11 </Q>
</ELEMENT>
<COMPOSITE>
<C ID="0"> T[0-3] </C>
<C ID="1"> Q[4-5] </C>
<C ID="2"> E[2,7,4,9] </C>
<C ID="3"> E[0,1,10,11] </C>
</COMPOSITE>
<DOMAIN> C[0-1] </DOMAIN>
</GEOMETRY>
<EXPANSIONS>
<E COMPOSITE="C[0]" NUMMODES="11" TYPE="MODIFIED" />
<E COMPOSITE="C[1]" NUMMODES="11" TYPE="MODIFIED" />
</EXPANSIONS>
<CONDITIONS>
<PARAMETERS>
<P> TimeStep = 0.0001 </P>
<P> NumSteps = 5000 </P>
<P> FinTime = TimeStep*NumSteps </P>
<P> IO_CheckSteps = 1000 </P>
<P> IO_InfoSteps = 1000 </P>
<P> wavefreq = PI </P>
<P> epsilon = 1.0 </P>
</PARAMETERS>
<SOLVERINFO>
<I PROPERTY="EQTYPE" VALUE="UnsteadyAdvectionDiffusion" />
<I PROPERTY="Projection" VALUE="DisContinuous" />
<I PROPERTY="DiffusionAdvancement" VALUE="Implicit" />
</SOLVERINFO>
<VARIABLES>
<V ID="0"> u </V>
</VARIABLES>
<BOUNDARYREGIONS>
<B ID="0"> C[2] </B>
<B ID="1"> C[3] </B>
</BOUNDARYREGIONS>
<BOUNDARYCONDITIONS>
<REGION REF="0">
<D VAR="u" VALUE="0" />
</REGION>
<REGION REF="1">
<D VAR="u" VALUE="0" />
</REGION>
</BOUNDARYCONDITIONS>
<FUNCTION NAME="AdvectionVelocity">
<E VAR="Vx" VALUE="1.0" />
<E VAR="Vy" VALUE="1.0" />
</FUNCTION>
<FUNCTION NAME="ExactSolution">
<E VAR="u"
VALUE="exp(sin(wavefreq*FinTime))*sin(wavefreq*x)*sin(wavefreq*y)" />
</FUNCTION>
<FUNCTION NAME="InitialConditions">
<E VAR="u" VALUE="sin(wavefreq*x)*sin(wavefreq*y)" />
</FUNCTION>
</CONDITIONS>
</NEKTAR>
<?xml version="1.0" encoding="utf-8"?>
<NEKTAR xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
xsi:noNamespaceSchemaLocation="http://www.nektar.info/schema/nektar.xsd">
<GEOMETRY DIM="2" SPACE="2">
<VERTEX>
<V ID="0"> -1.0 -1.0 0.0 </V>
<V ID="1"> 0.0 -1.0 0.0 </V>
<V ID="2"> 1.0 -1.0 0.0 </V>
<V ID="3"> -1.0 0.0 0.0 </V>
<V ID="4"> 0.0 0.0 0.0 </V>
<V ID="5"> 1.0 0.0 0.0 </V>
<V ID="6"> -1.0 1.0 0.0 </V>
<V ID="7"> 0.0 1.0 0.0 </V>
<V ID="8"> 1.0 1.0 0.0 </V>
</VERTEX>
<EDGE>
<E ID="0"> 0 1 </E>
<E ID="1"> 1 2 </E>
<E ID="2"> 0 3 </E>
<E ID="3"> 1 4 </E>
<E ID="4"> 2 5 </E>
<E ID="5"> 3 4 </E>
<E ID="6"> 4 5 </E>
<E ID="7"> 6 3 </E>
<E ID="8"> 4 7 </E>
<E ID="9"> 5 8 </E>
<E ID="10"> 6 7 </E>
<E ID="11"> 7 8 </E>
<E ID="12"> 0 4 </E>
<E ID="13"> 1 5 </E>
</EDGE>
<ELEMENT>
<T ID="0"> 0 3 12 </T>
<T ID="1"> 2 12 5 </T>
<T ID="2"> 1 4 13 </T>
<T ID="3"> 3 13 6 </T>
<Q ID="4"> 5 8 10 7 </Q>
<Q ID="5"> 8 6 9 11 </Q>
</ELEMENT>
<COMPOSITE>
<C ID="0"> T[0-3] </C>
<C ID="1"> Q[4-5] </C>
<C ID="2"> E[0,1,2,4,7,9,10,11] </C>
</COMPOSITE>
<DOMAIN> C[0-1] </DOMAIN>
</GEOMETRY>
<EXPANSIONS>
<E COMPOSITE="C[0]" NUMMODES="8" TYPE="MODIFIED" />
<E COMPOSITE="C[1]" NUMMODES="8" TYPE="MODIFIED" />
</EXPANSIONS>
<CONDITIONS>
<PARAMETERS>
<P> TimeStep = 0.000001 </P>
<P> NumSteps = 500 </P>
<P> FinTime = TimeStep*NumSteps </P>
<P> IO_CheckSteps = 100 </P>
<P> IO_InfoSteps = 100 </P>
</PARAMETERS>
<SOLVERINFO>
<I PROPERTY="EQTYPE" VALUE="UnsteadyDiffusion" />
<I PROPERTY="Projection" VALUE="DisContinuous" />
<I PROPERTY="DiffusionAdvancement" VALUE="Explicit" />
<I PROPERTY="TimeIntegrationMethod" VALUE="ClassicalRungeKutta4" />
</SOLVERINFO>
<VARIABLES>
<V ID="0"> u </V>
</VARIABLES>
<BOUNDARYREGIONS>
<B ID="0"> C[2] </B>
</BOUNDARYREGIONS>
<BOUNDARYCONDITIONS>
<REGION REF="0">
<D VAR="u" VALUE="0.0" />
</REGION>
</BOUNDARYCONDITIONS>
<FUNCTION NAME="ExactSolution">
<E VAR="u" VALUE="exp(-2.0*PI*PI*FinTime)*sin(PI*x)*sin(PI*y)" />
</FUNCTION>
<FUNCTION NAME="InitialConditions">
<E VAR="u" VALUE="sin(PI*x)*sin(PI*y)" />
</FUNCTION>
</CONDITIONS>
</NEKTAR>
<?xml version="1.0" encoding="utf-8" ?>
<NEKTAR xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
xsi:noNamespaceSchemaLocation="http://www.nektar.info/schema/nektar.xsd">
<GEOMETRY DIM="2" SPACE="2">
<VERTEX>
<V ID="0"> 0.0 0.0 0.0 </V>
<V ID="1"> 1.0 0.0 0.0 </V>
<V ID="2"> 1.0 1.0 0.0 </V>
<V ID="3"> 0.0 1.0 0.0 </V>
</VERTEX>
<EDGE>
<E ID="0"> 0 1 </E>
<E ID="1"> 1 2 </E>
<E ID="2"> 2 3 </E>
<E ID="3"> 3 0 </E>
</EDGE>
<ELEMENT>
<Q ID="0"> 0 1 2 3 </Q>
</ELEMENT>
<COMPOSITE>
<C ID="0"> Q[0]</C>
<C ID="1"> E[0]</C> <!-- South -->
<C ID="2"> E[1]</C> <!-- East -->
<C ID="3"> E[2]</C> <!-- North -->
<C ID="4"> E[3]</C> <!-- West -->
</COMPOSITE>
<DOMAIN> C[0] </DOMAIN>
</GEOMETRY>
<EXPANSIONS>
<E COMPOSITE="C[0]" NUMMODES="5" FIELDS="u" TYPE="MODIFIED" />
</EXPANSIONS>
<CONDITIONS>
<SOLVERINFO>
<I PROPERTY="EQTYPE" VALUE="Helmholtz" />
<I PROPERTY="Projection" VALUE="Continuous" />
<I PROPERTY="HOMOGENEOUS" VALUE="1D" />
</SOLVERINFO>
<PARAMETERS>
<P> Lambda = 1.0 </P>
<P> HomModesZ = 4 </P>
<P> LZ = 5 </P>
</PARAMETERS>
<VARIABLES>
<V ID="0"> u </V>
</VARIABLES>
<BOUNDARYREGIONS>
<B ID="0"> C[1] </B>
<B ID="1"> C[2] </B>
<B ID="2"> C[3] </B>
<B ID="3"> C[4] </B>
</BOUNDARYREGIONS>
<BOUNDARYCONDITIONS>
<REGION REF="0">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
<REGION REF="1">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
<REGION REF="2">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
<REGION REF="3">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
</BOUNDARYCONDITIONS>
<FUNCTION NAME="Forcing">
<E VAR="u"
VALUE="-(Lambda + 2*PI*PI + 4*PI*PI/(LZ*LZ))*sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</FUNCTION>
<FUNCTION NAME="ExactSolution">
<E VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</FUNCTION>
</CONDITIONS>
<GLOBALOPTIMIZATIONPARAMETERS>
<BwdTrans>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="0" QUAD="0" />
</BwdTrans>
<IProductWRTBase>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="0" QUAD="0" />
</IProductWRTBase>
<MassMatrixOp>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="1" QUAD="1" />
</MassMatrixOp>
<HelmholtzMatrixOp>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="1" QUAD="1" />
</HelmholtzMatrixOp>
</GLOBALOPTIMIZATIONPARAMETERS>
</NEKTAR>
<?xml version="1.0" encoding="utf-8" ?>
<NEKTAR xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
xsi:noNamespaceSchemaLocation="http://www.nektar.info/schema/nektar.xsd">
<GEOMETRY DIM="2" SPACE="2">
<VERTEX>
<V ID="0"> 0.0 0.0 0.0 </V>
<V ID="1"> 1.0 0.0 0.0 </V>
<V ID="2"> 1.0 1.0 0.0 </V>
<V ID="3"> 0.0 1.0 0.0 </V>
</VERTEX>
<EDGE>
<E ID="0"> 0 1 </E>
<E ID="1"> 1 2 </E>
<E ID="2"> 2 3 </E>
<E ID="3"> 3 0 </E>
</EDGE>
<ELEMENT>
<Q ID="0"> 0 1 2 3 </Q>
</ELEMENT>
<COMPOSITE>
<C ID="0"> Q[0]</C>
<C ID="1"> E[0]</C> <!-- South -->
<C ID="2"> E[1]</C> <!-- East -->
<C ID="3"> E[2]</C> <!-- North -->
<C ID="4"> E[3]</C> <!-- West -->
</COMPOSITE>
<DOMAIN> C[0] </DOMAIN>
</GEOMETRY>
<EXPANSIONS>
<E COMPOSITE="C[0]" NUMMODES="5" FIELDS="u" TYPE="MODIFIED" />
</EXPANSIONS>
<CONDITIONS>
<SOLVERINFO>
<I PROPERTY="EQTYPE" VALUE="Helmholtz" />
<I PROPERTY="Projection" VALUE="Continuous" />
<I PROPERTY="HOMOGENEOUS" VALUE="1D" />
<I PROPERTY="USEFFT" VALUE="FFTW" />
</SOLVERINFO>
<PARAMETERS>
<P> Lambda = 1.0 </P>
<P> HomModesZ = 4 </P>
<P> LZ = 5 </P>
</PARAMETERS>
<VARIABLES>
<V ID="0"> u </V>
</VARIABLES>
<BOUNDARYREGIONS>
<B ID="0"> C[1] </B>
<B ID="1"> C[2] </B>
<B ID="2"> C[3] </B>
<B ID="3"> C[4] </B>
</BOUNDARYREGIONS>
<BOUNDARYCONDITIONS>
<REGION REF="0">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
<REGION REF="1">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
<REGION REF="2">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
<REGION REF="3">
<D VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</REGION>
</BOUNDARYCONDITIONS>
<FUNCTION NAME="Forcing">
<E VAR="u"
VALUE="-(Lambda + 2*PI*PI + 4*PI*PI/(LZ*LZ))*sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</FUNCTION>
<FUNCTION NAME="ExactSolution">
<E VAR="u" VALUE="sin(PI*x)*sin(PI*y)*sin(2*PI*z/LZ)" />
</FUNCTION>
</CONDITIONS>
<GLOBALOPTIMIZATIONPARAMETERS>
<BwdTrans>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="0" QUAD="0" />
</BwdTrans>
<IProductWRTBase>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="0" QUAD="0" />
</IProductWRTBase>
<MassMatrixOp>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="1" QUAD="1" />
</MassMatrixOp>
<HelmholtzMatrixOp>
<DO_GLOBAL_MAT_OP VALUE="0" />
<DO_BLOCK_MAT_OP TRI="1" QUAD="1" />
</HelmholtzMatrixOp>
</GLOBALOPTIMIZATIONPARAMETERS>
</NEKTAR>
<?xml version="1.0" encoding="utf-8" ?>
<NEKTAR xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
xsi:noNamespaceSchemaLocation="http://www.nektar.info/schema/nektar.xsd">
<GEOMETRY DIM="1" SPACE="1">
<VERTEX>
<V ID="0"> 0.00 0.0 0.0 </V>
<V ID="1"> 0.25 0.0 0.0 </V>
<V ID="2"> 0.50 0.0 0.0 </V>
<V ID="3"> 0.75 0.0 0.0 </V>
<V ID="4"> 1.00 0.0 0.0 </V>
</VERTEX>
<ELEMENT>
<S ID="0"> 0 1 </S>
<S ID="1"> 1 2 </S>
<S ID="2"> 2 3 </S>
<S ID="3"> 3 4 </S>
</ELEMENT>