#!/bin/bash ################################################################################ # This script runs the examples tests (i.e. contents of examples directory, # which are implementations of the tutorials found at # https://issm.jpl.nasa.gov/documentation/tutorials/). It is intended to be # called from jenkins/jenkins.sh. # # runme files are modified as needed to fill in statements that would otherwise # be added by user. # # NOTE: # - Indentation of replacement string literals (e.g. 'STEP_EIGHT') is set to # nest cleanly in this file, but will result in unclean nesting in the runme # files (which should not be an issue) # - Single-line string replacements in runme.m can effectively be performed # using sed. When performing multi-line replacements, perl is a better # option. # # TODO: # - Figure out how to remove \ and \n\ from multiline string variables while # preserving formatting when value is printed to file. ################################################################################ ## Constants # RUNME_FILE='runme.m' RUN_EXAMPLE=0 STATUS_HANDLING="\ disp('SUCCESS');\n\ catch me\n\ message=getReport(me);\n\ fprintf('%s',message);\n\ disp('FAILURE');\n\ end\n\ exit\n\ " cd $ISSM_DIR/examples for dir in ./* ; do if [ -d "${dir}" ]; then # # Temporary short circuit to check single example # example="./AMR" # if [ "${dir}" != "${example}" ]; then # continue # fi # Some of the examples are incomplete (on purpose). As such, we will # have to populate the missing steps in order to make sure that # everything is working. cd ${dir} if [ "${dir}" == "./AMR" ]; then sed -i.bak -e '1 s|^.*$|try\n\n&|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./Data" ]; then echo 'Directory contains datasets only; no example to run.' RUN_EXAMPLE=0 elif [ "${dir}" == "./EsaGRACE" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:5\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./EsaWahr" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:7\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./Functions" ]; then echo "Directory contains functions only; no example to run." RUN_EXAMPLE=0 elif [ "${dir}" == "./Greenland" ]; then # STEP_SEVEN #{{{ STEP_SEVEN="\ if any(steps==7)\n\ disp(' Step 7: Historical Relaxation run');\n\ md = loadmodel('./Models/Greenland.Control_drag');\n\ \n\ load smbbox\n\ \n\ %convert mesh x,y into the Box projection\n\ [md.mesh.lat,md.mesh.long] = xy2ll(md.mesh.x,md.mesh.y,+1,39,71);\n\ [xi,yi]= ll2xy(md.mesh.lat,md.mesh.long,+1,45,70);\n\ \n\ %Interpolate and set surface mass balance\n\ index = BamgTriangulate(x1(:),y1(:));\n\ smb_mo = InterpFromMeshToMesh2d(index,x1(:),y1(:),smbmean(:),xi,yi);\n\ smb = smb_mo*12/1000*md.materials.rho_freshwater/md.materials.rho_ice;\n\ md.smb.mass_balance = [smb;1 ];\n\ \n\ %Set transient options, run for 20 years, saving every 5 timesteps\n\ md.timestepping.time_step=0.2;\n\ md.timestepping.final_time=200;\n\ md.settings.output_frequency=5;\n\ \n\ %Additional options\n\ md.inversion.iscontrol=0;\n\ md.transient.requested_outputs={'IceVolume','TotalSmb', ...\n\ 'SmbMassBalance'};\n\ md.verbose=verbose('solution',true,'module',true);\n\ \n\ %Go solve\n\ md.cluster=generic('name',oshostname,'np',2);\n\ md=solve(md,'Transient');\n\ \n\ save ./Models/Greenland.HistoricTransient_200yr md;\n\ end\n\ " #}}} # STEP_EIGHT #{{{ STEP_EIGHT="\ if any(steps==8)\n\ %Load historic transient model\n\ md=loadmodel('./Models/Greenland.HistoricTransient_200yr');\n\ \n\ %Create Line Plots of relaxation run. Create a figure.\n\ figure;\n\ \n\ %Save surface mass balance, by looping through 200 years (1000 steps)\n\ %Note, the first output will always contain output from time step 1\n\ surfmb=[];\n\ for i=2:201;\n\ surfmb=[surfmb md.results.TransientSolution(i).SmbMassBalance];\n\ end\n\ \n\ %Plot surface mass balance time series in first subplot\n\ subplot(3,1,1);\n\ plot([1:200],mean(surfmb));\n\ \n\ %Title this plot Mean surface mass balance\n\ title('Mean Surface mass balance');\n\ \n\ %Save velocity by looping through 200 years\n\ vel=[];\n\ for i=2:201;\n\ vel=[vel md.results.TransientSolution(i).Vel];\n\ end\n\ \n\ %Plot velocity time series in second subplot\n\ subplot(3,1,2);\n\ plot([1:200],mean(vel));\n\ \n\ %Title this plot Mean Velocity\n\ title('Mean Velocity');\n\ \n\ %Save Ice Volume by looping through 200 years\n\ volume=[];\n\ for i=2:201;\n\ volume=[volume md.results.TransientSolution(i).IceVolume];\n\ end\n\ \n\ %Plot volume time series in third subplot\n\ subplot(3,1,3);\n\ plot([1:200],volume);\n\ \n\ %Title this plot Mean Velocity and add an x label of years\n\ title('Ice Volume');\n\ xlabel('years');\n\ end\n\ " #}}} sed -i.bak -e 's|steps=\[1\];|steps=\[1:8\];\n\ntry\n|' $RUNME_FILE perl -0755 -p -i -e "s|if any\(steps==7\).*% step 7 end|${STEP_SEVEN}|s" $RUNME_FILE perl -0755 -p -i -e "s|if any\(steps==8\).*% step 8 end|${STEP_EIGHT}|s" $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./IceBridge" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:5\];\n\ntry\n|' $RUNME_FILE perl -0755 -p -i -e "s|\n\t%Mesh greenland without.*return;\n||s" $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./IceflowModels" ]; then sed -i.bak -e '1 s|^.*$|try\n\n&|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./Inversion" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:4\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./ISMIP" ]; then # TODO: # - Run test again with ISMIPF configuration (will likely need to # add conditional after 'RUN_EXAMPLE -eq 1' block) # # RUNME #{{{ RUNME="\ try\n\ %which steps to perform; steps are from 1 to 8\n\ %step 7 is specific to ISMIPA\n\ %step 8 is specific to ISMIPF\n\ \n\ steps=[1:7]; %ISMIPA\n\ %steps=[1:6,8]; %ISMIPF\n\ \n\ % parameter file to be used, choose between IsmipA.par or IsmipF.par\n\ ParamFile='IsmipA.par';\n\ %ParamFile='IsmipF.par';\n\ \n\ %Run Steps\n\ \n\ %Mesh Generation #1\n\ if any(steps==1)\n\ %initialize md as a new model #help model\n\ %->\n\ md=model();\n\ % generate a squaremesh #help squaremesh\n\ % Side is 80 km long with 20 points\n\ %->\n\ if(ParamFile=='IsmipA.par'),\n\ md=squaremesh(md,80000,80000,20,20);\n\ elseif(ParamFile=='IsmipF.par'),\n\ md=squaremesh(md,100000,100000,30,30);\n\ end\n\ % plot the given mesh #plotdoc\n\ %->\n\ plotmodel(md,'data','mesh')\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.Mesh_generation md;\n\ end\n\ \n\ %Masks #2\n\ if any(steps==2)\n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.Mesh_generation');\n\ % set the mask #help setmask\n\ % all MISMIP nodes are grounded\n\ %->\n\ md=setmask(md,'','');\n\ % plot the given mask #md.mask to locate the field\n\ %->\n\ plotmodel(md,'data',md.mask.ocean_levelset);\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.SetMask md;\n\ end\n\ \n\ %Parameterization #3\n\ if any(steps==3)\n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.SetMask');\n\ % parametrize the model # help parameterize\n\ % you will need to fil-up the parameter file defined by the\n\ % ParamFile variable\n\ %->\n\ md=parameterize(md,ParamFile);\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.Parameterization md;\n\ end\n\ \n\ %Extrusion #4\n\ if any(steps==4)\n\ \n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.Parameterization');\n\ % vertically extrude the preceding mesh #help extrude\n\ % only 5 layers exponent 1\n\ %->\n\ md=extrude(md,5,1);\n\ % plot the 3D geometry #plotdoc\n\ %->\n\ plotmodel(md,'data',md.geometry.base)\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.Extrusion md;\n\ end\n\ \n\ %Set the flow computing method #5\n\ if any(steps==5)\n\ \n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.Extrusion');\n\ % set the approximation for the flow computation #help setflowequation\n\ % We will be using the Higher Order Model (HO)\n\ %->\n\ md=setflowequation(md,'HO','all');\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.SetFlow md;\n\ end\n\ \n\ %Set Boundary Conditions #6\n\ if any(steps==6)\n\ \n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.SetFlow');\n\ % dirichlet boundary condition are known as SPCs\n\ % ice frozen to the base, no velocity #md.stressbalance\n\ % SPCs are initialized at NaN one value per vertex\n\ %->\n\ md.stressbalance.spcvx=NaN*ones(md.mesh.numberofvertices,1);\n\ %->\n\ md.stressbalance.spcvy=NaN*ones(md.mesh.numberofvertices,1);\n\ %->\n\ md.stressbalance.spcvz=NaN*ones(md.mesh.numberofvertices,1);\n\ % extract the nodenumbers at the base #md.mesh.vertexonbase\n\ %->\n\ basalnodes=find(md.mesh.vertexonbase);\n\ % set the sliding to zero on the bed\n\ %->\n\ md.stressbalance.spcvx(basalnodes)=0.0;\n\ %->\n\ md.stressbalance.spcvy(basalnodes)=0.0;\n\ % periodic boundaries have to be fixed on the sides\n\ % Find the indices of the sides of the domain, for x and then for y\n\ % for x\n\ % create maxX, list of indices where x is equal to max of x (use >> help find)\n\ %->\n\ maxX=find(md.mesh.x==max(md.mesh.x));\n\ % create minX, list of indices where x is equal to min of x\n\ %->\n\ minX=find(md.mesh.x==min(md.mesh.x));\n\ % for y\n\ % create maxY, list of indices where y is equal to max of y\n\ % but not where x is equal to max or min of x\n\ % (i.e, indices in maxX and minX should be excluded from maxY and minY)\n\ % but not where x is equal to max or min of x\n\ %->\n\ maxY=find(md.mesh.y==max(md.mesh.y) & md.mesh.x~=max(md.mesh.x) & md.mesh.x~=min(md.mesh.x));\n\ % create minY, list of indices where y is equal to max of y\n\ %->\n\ minY=find(md.mesh.y==min(md.mesh.y) & md.mesh.x~=max(md.mesh.x) & md.mesh.x~=min(md.mesh.x));\n\ % set the node that should be paired together, minX with maxX and minY with maxY\n\ % #md.stressbalance.vertex_pairing\n\ %->\n\ md.stressbalance.vertex_pairing=[minX,maxX;minY,maxY];\n\ if (ParamFile=='IsmipF.par')\n\ % if we are dealing with IsmipF the solution is in\n\ % masstransport\n\ md.masstransport.vertex_pairing=md.stressbalance.vertex_pairing;\n\ end\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.BoundaryCondition md;\n\ end\n\ \n\ %Solving #7\n\ if any(steps==7)\n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.BoundaryCondition');\n\ % Set cluster #md.cluster\n\ % generic parameters #help generic\n\ % set only the name and number of process\n\ %->\n\ md.cluster=generic('name',oshostname(),'np',2);\n\ % Set which control message you want to see #help verbose\n\ %->\n\ md.verbose=verbose('convergence',true);\n\ % Solve #help solve\n\ % we are solving a StressBalanc\n\ %->\n\ md=solve(md,'Stressbalance');\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.StressBalance md;\n\ % plot the surface velocities #plotdoc\n\ %->\n\ plotmodel(md,'data',md.results.StressbalanceSolution.Vel)\n\ end\n\ \n\ %Solving #8\n\ if any(steps==8)\n\ % load the preceding step #help loadmodel\n\ % path is given by the organizer with the name of the given step\n\ %->\n\ md = loadmodel('./Models/ISMIP.BoundaryCondition');\n\ % Set cluster #md.cluster\n\ % generic parameters #help generic\n\ % set only the name and number of process\n\ %->\n\ md.cluster=generic('name',oshostname(),'np',2);\n\ % Set which control message you want to see #help verbose\n\ %->\n\ md.verbose=verbose('convergence',true);\n\ % set the transient model to ignore the thermal model\n\ % #md.transient \n\ %->\n\ md.transient.isthermal=0;\n\ % define the timestepping scheme\n\ % everything here should be provided in years #md.timestepping\n\ % give the length of the time_step (4 years)\n\ %->\n\ md.timestepping.time_step=4;\n\ % give final_time (20*4 years time_steps)\n\ %->\n\ md.timestepping.final_time=4*20;\n\ % Solve #help solve\n\ % we are solving a TransientSolution\n\ %->\n\ md=solve(md,'Transient');\n\ % save the given model\n\ %->\n\ save ./Models/ISMIP.Transient md;\n\ % plot the surface velocities #plotdoc\n\ %->\n\ plotmodel(md,'data',md.results.TransientSolution(20).Vel)\n\ end\n\ " #}}} # PAR_A #{{{ PAR_A="\ %Parameterization for ISMIP A experiment\n\ \n\ %Set the Simulation generic name #md.miscellaneous\n\ %->\n\ \n\ %Geometry\n\ disp(' Constructing Geometry');\n\ \n\ %Define the geometry of the simulation #md.geometry\n\ %surface is [-x*tan(0.5*pi/180)] #md.mesh\n\ %->\n\ md.geometry.surface=-md.mesh.x*tan(0.5*pi/180.);\n\ %base is [surface-1000+500*sin(x*2*pi/L).*sin(y*2*pi/L)]\n\ %L is the size of the side of the square #max(md.mesh.x)-min(md.mesh.x)\n\ %->\n\ L=max(md.mesh.x)-min(md.mesh.x);\n\ md.geometry.base=md.geometry.surface-1000.0+500.0*sin(md.mesh.x*2.0*pi/L).*sin(md.mesh.y*2.0*pi/L);\n\ %thickness is the difference between surface and base #md.geometry\n\ %->\n\ md.geometry.thickness=md.geometry.surface-md.geometry.base;\n\ %plot the geometry to check it out\n\ %->\n\ plotmodel(md,'data',md.geometry.thickness);\n\ \n\ disp(' Defining friction parameters');\n\ \n\ %These parameters will not be used but need to be fixed #md.friction\n\ %one friciton coefficient per node (md.mesh.numberofvertices,1)\n\ %->\n\ md.friction.coefficient=200.0*ones(md.mesh.numberofvertices,1);\n\ %one friciton exponent (p,q) per element\n\ %->\n\ md.friction.p=ones(md.mesh.numberofelements,1);\n\ %->\n\ md.friction.q=ones(md.mesh.numberofelements,1);\n\ \n\ disp(' Construct ice rheological properties');\n\ \n\ %The rheology parameters sit in the material section #md.materials\n\ %B has one value per vertex\n\ %->\n\ md.materials.rheology_B=6.8067e7*ones(md.mesh.numberofvertices,1);\n\ %n has one value per element\n\ %->\n\ md.materials.rheology_n=3*ones(md.mesh.numberofelements,1);\n\ \n\ disp(' Set boundary conditions');\n\ \n\ %Set the default boundary conditions for an ice-sheet \n\ % #help SetIceSheetBC\n\ %->\n\ md=SetIceSheetBC(md);\n\ " #}}} # PAR_F #{{{ PAR_F="\ %Parameterization for ISMIP F experiment\n\ \n\ %Set the Simulation generic name #md.miscellaneous\n\ %->\n\ \n\ %Geometry\n\ disp(' Constructing Geometry');\n\ \n\ %Define the geometry of the simulation #md.geometry\n\ %surface is [-x*tan(3.0*pi/180)] #md.mesh\n\ %->\n\ md.geometry.surface=-md.mesh.x*tan(3.0*pi/180.0);\n\ %base is [surface-1000+100*exp(-((x-L/2).^2+(y-L/2).^2)/(10000.^2))]\n\ %L is the size of the side of the square #max(md.mesh.x)-min(md.mesh.x)\n\ %->\n\ L=max(md.mesh.x)-min(md.mesh.x);\n\ %->\n\ md.geometry.base=md.geometry.surface-1000.0+100.0*exp(-((md.mesh.x-L/2.0).^2.0+(md.mesh.y-L/2.0).^2.0)/(10000.^2.0));\n\ %thickness is the difference between surface and base #md.geometry\n\ %->\n\ md.geometry.thickness=md.geometry.surface-md.geometry.base;\n\ %plot the geometry to check it out\n\ %->\n\ plotmodel(md,'data',md.geometry.thickness);\n\ \n\ disp(' Defining friction parameters');\n\ \n\ %These parameters will not be used but need to be fixed #md.friction\n\ %one friciton coefficient per node (md.mesh.numberofvertices,1)\n\ %conversion from year to seconds with #md.constants.yts\n\ %->\n\ md.friction.coefficient=sqrt(md.constants.yts/(1000*2.140373*10^-7))*ones(md.mesh.numberofvertices,1);\n\ %one friciton exponent (p,q) per element\n\ %->\n\ md.friction.p=ones(md.mesh.numberofelements,1);\n\ %->\n\ md.friction.q=zeros(md.mesh.numberofelements,1);\n\ \n\ disp(' Construct ice rheological properties');\n\ \n\ %The rheology parameters sit in the material section #md.materials\n\ %B has one value per vertex\n\ %->\n\ md.materials.rheology_B=(1/(2.140373*10^-7/md.constants.yts))*ones(md.mesh.numberofvertices,1);\n\ %n has one value per element\n\ %->\n\ md.materials.rheology_n=1*ones(md.mesh.numberofelements,1);\n\ \n\ disp(' Set boundary conditions');\n\ \n\ %Set the default boundary conditions for an ice-sheet \n\ % #help SetIceSheetBC\n\ %->\n\ md=SetIceSheetBC(md);\n\ \n\ disp(' Initializing velocity and pressure');\n\ \n\ %initialize the velocity and pressurefields of #md.initialization\n\ %->\n\ md.initialization.vx=zeros(md.mesh.numberofvertices,1);\n\ %->\n\ md.initialization.vy=zeros(md.mesh.numberofvertices,1);\n\ %->\n\ md.initialization.vz=zeros(md.mesh.numberofvertices,1);\n\ %->\n\ md.initialization.pressure=zeros(md.mesh.numberofvertices,1);\n\ " #}}} perl -0755 -p -i'.bak' -e "s|^.*$|${RUNME}|s" $RUNME_FILE perl -0755 -p -i'.bak' -e "s|^.*$|${PAR_A}|s" IsmipA.par perl -0755 -p -i'.bak' -e "s|^.*$|${PAR_F}|s" IsmipF.par RUN_EXAMPLE=1 elif [ "${dir}" == "./Jakobshavn" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:4\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./LcurveAnalysis" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:4\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./Mesh" ]; then # NOTE: Cannot test exptool region selection without GUI # # RUNME #{{{ RUNME="\ try\n\ steps=[1:7];\n\ \n\ if any(steps==1) % Model\n\ md=model;\n\ end\n\ \n\ if any(steps==2) % squaremesh\n\ md=squaremesh(md,100,200,15,25);\n\ plotmodel(md,'data','mesh');\n\ end\n\ \n\ if any(steps==3) % roundmesh\n\ md=roundmesh(model,100,10);\n\ plotmodel(md,'data','mesh');\n\ end\n\ \n\ if any(steps==4) % triangle\n\ md=triangle(model,'Square.exp',.2);\n\ plotmodel(md,'data','mesh');\n\ end\n\ \n\ if any(steps==5) % bamg\n\ md=bamg(model,'domain','Square.exp','hmax',.05);\n\ plotmodel(md,'data','mesh');\n\ end\n\ \n\ if any(steps==6) % Non-Uniform mesh\n\ hvertices=[0.2;0.2;0.005;0.2];\n\ md=bamg(md,'domain','Square.exp','hvertices',hvertices);\n\ plotmodel(md,'data','mesh');\n\ end\n\ \n\ if any(steps==7) % Mesh adaptation\n\ md=bamg(model,'domain','Square.exp','hmax',.05);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ plotmodel(md,'data',vel,'edgecolor','w');\n\ \n\ md=bamg(model,'domain','Square.exp','hmax',.005);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ md=bamg(md,'field',vel,'err',0.05,'hmin',0.005,'hmax',0.3);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ plotmodel(md,'data',vel,'edgecolor','w');\n\ \n\ md=bamg(model,'domain','Square.exp','hmax',.005);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ md=bamg(md,'field',vel,'err',0.03,'hmin',0.005,'hmax',0.3,'gradation',3);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ plotmodel(md,'data',vel,'edgecolor','w');\n\ \n\ md=bamg(model,'domain','Square.exp','hmax',.005);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ md=bamg(md,'field',vel,'err',0.03,'hmin',0.005,'hmax',0.3,'gradation',1.3,'anisomax',1);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ plotmodel(md,'data',vel,'edgecolor','w');\n\ end\n\ \n\ if any(steps==8) % Mesh refinement in a specific region\n\ plotmodel(md,'data',vel,'edgecolor','w');\n\ exptool('refinement.exp');\n\ h=NaN*ones(md.mesh.numberofvertices,1);\n\ in=ContourToNodes(md.mesh.x,md.mesh.y,'refinement.exp',1);\n\ h(find(in))=0.02;\n\ plotmodel(md,'data',in,'edgecolor','w');\n\ \n\ vel=shock(md.mesh.x,md.mesh.y);\n\ md=bamg(md,'field',vel,'err',0.03,'hmin',0.005,'hmax',0.3,'hVertices',h);\n\ vel=shock(md.mesh.x,md.mesh.y);\n\ plotmodel(md,'data',vel,'edgecolor','w');\n\ end\n\ " #}}} touch $RUNME_FILE perl -0755 -p -i'.bak' -e "s|^.*$|${RUNME}|s" $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./Pig" ]; then # STEP_SIX #{{{ STEP_SIX="\ if any(steps==6)\n\ % Load Model\n\ md = loadmodel('./Models/PIG_Control_drag');\n\ % Disable inversion\n\ md.inversion.iscontrol=0;\n\ % Extrude Mesh\n\ disp(' Extruding mesh');\n\ number_of_layers=3;\n\ md=extrude(md,number_of_layers,1);\n\ % Set Flowequation\n\ disp(' Using HO Ice Flow Model');\n\ md=setflowequation(md,'HO','all');\n\ % Solve\n\ md=solve(md,'Stressbalance');\n\ % Save Model\n\ save ./Models/PIG_ModelHO md;\n\ end\n\ " #}}} mv ./DomainOutline.bkp ./DomainOutline.exp > /dev/null 2>&1 sed -i.bak -e 's|steps=\[1\];|steps=\[1:7\];\ntry\n|' $RUNME_FILE perl -0755 -p -i -e "s|if any\(steps==6\).*% step 6 end|${STEP_SIX}|s" $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./Pig2" ]; then STEP_NINE="\n disp('Needs work!'); exit" sed -i.bak -e 's|steps=\[1\];|steps=\[1:9\];\n\ntry\n|' $RUNME_FILE perl -0755 -p -i -e "s|if any\(steps==9\).*% step 9 end|${STEP_NINE}|s" $RUNME_FILE RUN_EXAMPLE=0 elif [ "${dir}" == "./PigSensitivity" ]; then # STEP_FOUR # {{{ STEP_FOUR="\ if any(steps==4)\n\ %Load model\n\ md = loadmodel('./Models/PIG_Transient');\n\ \n\ %Change external forcing basal melting rate and surface mass balance)\n\ md.basalforcings.groundedice_melting_rate=zeros(md.mesh.numberofvertices,1);\n\ md.basalforcings.floatingice_melting_rate=25*ones(md.mesh.numberofvertices,1);\n\ md.smb.mass_balance=2*md.smb.mass_balance;\n\ \n\ %Define time steps and time span of the simulation\n\ md.timestepping.time_step=0.1;\n\ md.timestepping.final_time=10;\n\ \n\ %Request additional outputs\n\ md.transient.requested_outputs={'default','IceVolume','IceVolumeAboveFloatation'};\n\ \n\ %Solve\n\ md=solve(md,'Transient');\n\ \n\ %Plot\n\ plotmodel(md, 'data', md.results.TransientSolution(1).Vel,...\n\ 'title#1', 'Velocity t=0 years (m/yr)',...\n\ 'data', md.results.TransientSolution(end).Vel,...\n\ 'title#2', 'Velocity t=10 years (m/yr)',...\n\ 'data', md.results.TransientSolution(1).MaskOceanLevelset,...\n\ 'title#3', 'Floating ice t=0 years',...\n\ 'data', md.results.TransientSolution(end).MaskOceanLevelset,...\n\ 'title#4', 'Floating ice t=10 years',...\n\ 'caxis#1',([0 4500]),'caxis#2',([0 4500]),...\n\ 'caxis#3',([-1,1]),'caxis#4',([-1,1]));\n\ \n\ %Save model\n\ save ./Models/PIG_SMB md;\n\ end\n\ " #}}} sed -i.bak -e 's|steps=\[1\];|steps=\[1:4\];\n\ntry\n|' $RUNME_FILE perl -0755 -p -i -e "s|if any\(steps==4\).*% step 4 end|${STEP_FOUR}|s" $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./shakti" ]; then sed -i.bak -e 's|steps=\[1:3\];|steps=\[1:3\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./SlrFarrell" ]; then # TODO: Convert from md.slr sed -i.bak -e 's|steps=\[1\];|steps=\[1:5\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=0 elif [ "${dir}" == "./SlrGRACE" ]; then # TODO: Convert from md.slr sed -i.bak -e 's|steps=\[1\];|steps=\[1:7\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=0 elif [ "${dir}" == "./SlrGRACE_NIMS" ]; then # TODO: Convert from md.slr sed -i.bak -e 's|steps=\[1\];|steps=\[1:8\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=0 elif [ "${dir}" == "./SquareIceShelf" ]; then sed -i.bak -e '1 s|^.*$|try\n\n&|' $RUNME_FILE RUN_EXAMPLE=1 elif [ "${dir}" == "./UncertaintyQuantification" ]; then sed -i.bak -e 's|steps=\[1\];|steps=\[1:7\];\n\ntry\n|' $RUNME_FILE RUN_EXAMPLE=1 else echo "Not implemented yet!" exit 1 fi if [ $RUN_EXAMPLE -eq 1 ]; then echo "Testing example: $(basename $dir)" LOG_RUNME_FILE="matlab_log_$(basename $dir)_examples.log" echo -e ${STATUS_HANDLING} >> ${RUNME_FILE} $MATLAB_PATH/bin/matlab -nodisplay -nosplash -r "addpath $ISSM_DIR/src/m/dev; devpath; addpath $ISSM_DIR/nightlylog/; runme" -logfile $ISSM_DIR/nightlylog/$LOG_RUNME_FILE echo "starting: $(basename $dir)" >> $ISSM_DIR/nightlylog/matlab_log_examples.log cat $ISSM_DIR/nightlylog/$LOG_RUNME_FILE >> $ISSM_DIR/nightlylog/matlab_log_examples.log echo "finished: $(basename $dir)" >> $ISSM_DIR/nightlylog/matlab_log_examples.log mv -f ${RUNME_FILE}.bak ${RUNME_FILE} fi # Extra clean up if [ "${dir}" == "./ISMIP" ]; then mv -f IsmipA.par.bak IsmipA.par mv -f IsmipF.par.bak IsmipF.par fi if [ "${dir}" == "./Mesh" ]; then rm -f $RUNME_FILE fi if [ "${dir}" == "./Pig" ]; then mv -f DomainOutline.exp DomainOutline.bkp fi cd .. fi done