# Generated on 12:18:21, 14-03-2019 # Deltares, D-Flow FM Version 1.2.38.60615M, Feb 28 2019, 13:01:17 # Source:https://svn.oss.deltares.nl/repos/delft3d/trunk/ [model] Program = D-Flow FM Version = 1.2.38.60615M MDUFormatVersion = 1.06 # File format version (do not edit this) AutoStart = 0 # Autostart simulation after loading MDU (0: no, 1: autostart, 2: autostartstop) ModelSpecific = # Optional 'model specific ID', to enable certain custom runtime function calls (instead of via MDU name). [geometry] NetFile = 2d_ugrid_net.nc # Unstructured grid file *_net.nc GridEnclosureFile = # Enclosure file to clip outer parts from the grid *.pol BedlevelFile = # Bedlevels points file e.g. *.xyz, only needed for bedlevtype not equal 3 DryPointsFile = # Dry points file *.xyz (third column dummy z values), or dry areas polygon file *.pol (third column 1/-1: inside/outside) WaterLevIniFile = # Initial water levels sample file *.xyz LandBoundaryFile = # Land boundaries file *.ldb, used for visualization ThinDamFile = # Polyline file *_thd.pli, containing thin dams Cutcelllist = # File with names of cutcell polygons, e.g. cutcellpolygons.lst FixedWeirFile = # Polyline file *_fxw.pliz, containing fixed weirs with rows x, y, crest level, left ground level, right ground level PillarFile = # Polyline file *_pillar.pliz, containing four colums with x, y, diameter and Cd coefficient Gulliesfile = # Polyline file *_gul.pliz, containing lowest bed level along talweg x, y, z level Roofsfile = # Polyline file *_rof.pliz, containing roofgutter heights x, y, z level VertplizFile = # Vertical layering file *_vlay.pliz with rows x, y, Z, first Z, nr of layers, second Z, layer type ProflocFile = # Channel profile location file *_proflocation.xyz with rows x, y, z, profile number ref ProfdefFile = # Channel profile definition file *_profdefinition.def with definition for all profile numbers ProfdefxyzFile = # Channel profile definition file _profdefinition.def with definition for all profile numbers Uniformwidth1D = 2. # Uniform width for channel profiles not specified by profloc Uniformheight1D = 3. # Uniform height for channel profiles not specified by profloc Uniformtyp1Dstreetinlets = -2 # Uniform type street inlets Uniformtyp1Droofgutterpipes = -2 # Uniform type roof gutter pipes ManholeFile = # File *.ini containing manholes PipeFile = # File *.pliz containing pipe-based 'culverts' ShipdefFile = # File *.shd containing ship definitions WaterLevIni = 0. # Initial water level at missing s0 values waterdepthini1D = 0. # Initial waterdepth in 1D BedlevUni = -5. # Uniform bed level used at missing z values if BedlevType > 2 BedlevType = 3 # Bathymetry specification # 1: at cell centers (from BathymetryFile) # 2: at faces (from BathymetryFile) # 3: at nodes, face levels mean of node values # 4: at nodes, face levels min. of node values # 5: at nodes, face levels max. of node values # 6: at nodes, face levels max. of cell-center values PartitionFile = # Domain partition polygon file *_part.pol for parallel run AngLat = 0. # Angle of latitude S-N (deg), 0: no Coriolis AngLon = 0. # Angle of longitude E-W (deg), 0: Greenwich, used in solar heat flux computation. Conveyance2D = 1 # -1: R=HU,0: R=H, 1: R=A/P, 2: K=analytic-1D conv, 3: K=analytic-2D conv Slotw2D = 0. # - [numerics] CFLMax = 0.7 # Maximum Courant number AdvecType = 33 # Advection type (0: none, 1: Wenneker, 2: Wenneker q(uio-u), 3: Perot q(uio-u), 4: Perot q(ui-u), 5: Perot q(ui-u) without itself) TimeStepType = 2 # Time step handling (0: only transport, 1: transport + velocity update, 2: full implicit step-reduce, 3: step-Jacobi, 4: explicit) Icoriolistype = 5 # 0=No, 1=yes, if jsferic then spatially varying, if icoriolistype==6 then constant (anglat) Limtypmom = 4 # Limiter type for cell center advection velocity (0: none, 1: minmod, 2: van Leer, 3: Kooren, 4: monotone central) Limtypsa = 4 # Limiter type for salinity transport (0: none, 1: minmod, 2: van Leer, 3: Kooren, 4: monotone central) TransportMethod = 1 # Transport method (0: Herman's method, 1: transport module) TransportTimestepping = 1 # Timestepping method in Transport module, 0 = global, 1 = local (default) Vertadvtypsal = 6 # Vertical advection type for salinity (0: none, 1: upwind explicit, 2: central explicit, 3: upwind implicit, 4: central implicit, 5: central implicit but upwind for neg. stratif., 6: higher order explicit, no Forester) Vertadvtyptem = 6 # Vertical advection type for temperature (0: none, 1: upwind explicit, 2: central explicit, 3: upwind implicit, 4: central implicit, 5: central implicit but upwind for neg. stratif., 6: higher order explicit, no Forester) Zlayercenterbedvel = 1 # reconstruction of center velocity at half closed bedcells (0=no, 1: copy bed link velocities) Icgsolver = 4 # Solver type (1: sobekGS_OMP, 2: sobekGS_OMPthreadsafe, 3: sobekGS, 4: sobekGS + Saadilud, 5: parallel/global Saad, 6: parallel/Petsc, 7: parallel/GS) Noderivedtypes = 5 # 0=use der. types. , 1 = less, 2 = lesser, 5 = also dealloc der. types Tlfsmo = 0. # Fourier smoothing time (s) on water level boundaries Logprofkepsbndin = 0 # inflow: 0=0 keps, 1 = log keps, 2 = user3D Slopedrop2D = 0. # Apply drop losses only if local bed slope > Slopedrop2D, (<=0: no drop losses) cstbnd = 0 # Delft-3D type velocity treatment near boundaries for small coastal models (1: yes, 0: no) Epshu = 1.d-4 # Threshold water depth for wet and dry cells jaupwindsrc = 1 # 1st-order upwind advection at sources/sinks (1) or higher-order (0) jasfer3D = 0 # corrections for spherical coordinates [physics] UnifFrictCoef = 2.3d-2 # Uniform friction coefficient (0: no friction) UnifFrictType = 1 # Uniform friction type (0: Chezy, 1: Manning, 2: White-Colebrook, 3: idem, WAQUA style) UnifFrictCoef1D = 2.3d-2 # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoef1D2D = 2.3d-2 # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoefLin = 0. # Uniform linear friction coefficient (0: no friction) UnifFrictCoef1DgrLay = 5.d-2 # Uniform ground layer friction coefficient for ocean models (m/s) (0: no friction) Vicouv = 1. # Uniform horizontal eddy viscosity (m2/s) Dicouv = 1. # Uniform horizontal eddy diffusivity (m2/s) Smagorinsky = 0. # Smagorinsky factor in horizontal turbulence, e.g. 0.15 Elder = 0. # Elder factor in horizontal turbulence irov = 0 # 0=free slip, 1 = partial slip using wall_ks wall_ks = 0. # Wall roughness type (0: free slip, 1: partial slip using wall_ks) Rhomean = 1000. # Average water density (kg/m3) Ag = 9.81 # Gravitational acceleration TidalForcing = 1 # Tidal forcing, if jsferic=1 (0: no, 1: yes) SelfAttractionLoading = 0 # Self attraction and loading (0=no, 1=yes, 2=only self attraction) ITcap = 0. # Upper limit on internal tides dissipation (W/m^2) VillemonteCD1 = 1. # Calibration coefficient for Villemonte. Default = 1.0. NB. For Bloemberg data set 0.8 is recommended. VillemonteCD2 = 10. # Calibration coefficient for Villemonte. Default = 10.0. NB. For Bloemberg data set 0.8 is recommended. Salinity = 0 # Include salinity, (0=no, 1=yes) Temperature = 0 # Include temperature (0: no, 1: only transport, 3: excess model of D3D, 5: composite (ocean) model) SecondaryFlow = 0 # Secondary flow (0: no, 1: yes) [wind] ICdtyp = 2 # Wind drag coefficient type (1=Const; 2=Smith&Banke (2 pts); 3=S&B (3 pts); 4=Charnock 1955, 5=Hwang 2005, 6=Wuest 2005, 7=Hersbach 2010 (2 pts) Cdbreakpoints = 6.3d-4 7.23d-3 # Wind drag coefficient break points Windspeedbreakpoints = 0. 100. # Wind speed break points (m/s) Relativewind = 0 # Wind speed relative to top-layer water speed, 1=yes, 0 = no) Rhoair = 1.2 # Air density (kg/m3) PavBnd = 0. # Average air pressure on open boundaries (N/m2) (only applied if > 0) Pavini = 0. # Average air pressure for initial water level correction (N/m2) (only applied if > 0) Stericcorrection = 0 # Steric correction on waterlevel bnds, for which sal + temp should be prescribed [time] RefDate = 20010101 # Reference date (yyyymmdd) Tzone = 0. # Time zone assigned to input time series DtUser = 120. # Time interval (s) for external forcing update DtNodal = 21600. # Time interval (s) for updating nodal factors in astronomical boundary conditions DtMax = 30. # Maximal computation timestep (s) Dtfacmax = 1.1 # Max timestep increase factor ( ) DtInit = 1. # Initial computation timestep (s) Timestepanalysis = 0 # 0=no, 1=see file *.steps Tunit = S # Time unit for start/stop times (D, H, M or S) TStart = 0. # Start time w.r.t. RefDate (in TUnit) TStop = 8640000. # Stop time w.r.t. RefDate (in TUnit) [restart] RestartFile = # Restart netcdf-file, either *_rst.nc or *_map.nc RestartDateTime = # Restart date and time (yyyymmddhhmmss) when restarting from *_map.nc [external forcing] ExtForceFile = # Old format for external forcings file *.ext, link with tim/cmp-format boundary conditions specification ExtForceFileNew = # New format for external forcings file *.ext, link with bc-format boundary conditions specification [output] OutputDir = # Output directory of map-, his-, rst-, dat- and timings-files, default: DFM_OUTPUT_. Set to . for current dir. FlowGeomFile = # Flow geometry NetCDF *_flowgeom.nc ObsFile = # Points file *.xyn with observation stations with rows x, y, station name CrsFile = # Polyline file *_crs.pli defining observation cross sections FouFile = # Fourier analysis input file *.fou FouUpdateStep = 0 # Fourier update step type: 0=every user time step, 1=every computational timestep. HisFile = # HisFile name *_his.nc MapFile = # MapFile name *_map.nc HisInterval = 120. 0. 0. # History output times, given as "interval" "start period" "end period" (s) XLSInterval = 0. # Interval (s) between XLS history MapInterval = 1200. 0. 0. # Map file output, given as "interval" "start period" "end period" (s) RstInterval = 86400. 0. 0. # Restart file output times, given as "interval" "start period" "end period" (s) WaqOutputDir = # Output directory of WAQ communication files (flowgeom, vol, flo, etc.), default: DFM_DELWAQ_. Set to . for current dir. WaqInterval = 0. 0. 0. # DELWAQ output times, given as "interval" "start period" "end period" (s) ClassMapInterval = 0. 0. 0. # Class map output times, given as "interval" "start period" "end period" (s) ClassMapFile = # ClassMapFile name *_clm.nc StatsInterval = -60. # Screen step output interval in seconds simulation time, if negative in seconds wall clock time TimingsInterval = 0. # Timings statistics output interval TimeSplitInterval = 0 s # Time splitting interval, after which a new output file is started. value+unit, e.g. '1 M', valid units: Y,M,D,h,m,s. MapFormat = 4 # Map file format, 1: netCDF, 2: Tecplot, 3: netCFD and Tecplot, 4: NetCDF-UGRID NcFormat = 3 # Format for all NetCDF output files (3: classic, 4: NetCDF4+HDF5) Wrihis_structure_gen = 0 # Write general structure parameters to his file (1: yes, 0: no) Wrihis_structure_dam = 0 # Write dam parameters to his file (1: yes, 0: no) Wrihis_structure_pump = 0 # Write pump parameters to his file (1: yes, 0: no) Wrihis_structure_gate = 0 # Write gate parameters to his file (1: yes, 0: no) Wrihis_structure_weir = 0 # Write weir parameters to his file (1: yes, 0: no) Writepart_domain = 1 # Write partition domain info. for postprocessing WriteDFMinterpretedvalues = 0 # Write DFMinterpretedvalues (1: yes, 0: no) MapOutputTimeVector = # File (*.mpt) containing fixed map output times (s) w.r.t. RefDate FullGridOutput = 0 # Full grid output mode (0: compact, 1: full time-varying grid data) EulerVelocities = 0 # Euler velocities output (0: GLM, 1: Euler velocities) Wrirst_bnd = 1 # Write waterlevel, bedlevel and coordinates of boundaries to restart files [processes] SubstanceFile = # AdditionalHistoryOutputFile = # ThetaVertical = 0. # theta vertical for waq DtProcesses = 0. # waq processes time step DtMassBalance = 0. # waq mass balance output time step ProcessFluxIntegration = 1 # Process fluxes integration option (1: WAQ, 2: D-Flow FM)