# Generated on 14:49:12, 03-10-2013 # Deltares, D-Flow FM Version 1.1.81.30431M, Oct 03 2013, 14:34:26 [model] Program = D-Flow FM Version = 1.1.81.30431M AutoStart = 0 # Autostart simulation after loading MDU or not (0=no, 1=autostart, 2=autostartstop). [geometry] NetFile = # *_net.nc BathymetryFile = # *.xyb WaterLevIniFile = # Initial water levels sample file *.xyz LandBoundaryFile = # Only for plotting ThinDamFile = # *_thd.pli, Polyline(s) for tracing thin dams. ThindykeFile = # *_tdk.pli, Polyline(s) x,y,z, z = thin dyke top levels ProflocFile = # *_proflocation.xyz) x,y,z, z = profile refnumber ProfdefFile = # *_profdefinition.def) definition for all profile nrs ManholeFile = # *... WaterLevIni = 0. # Initial water level Bedlevuni = -5. # Uniform bottom level, (only if bedlevtype>=3, used at missing z values in netfile BedlevType = 3 # 1 : Bottom levels at waterlevel cells (=flow nodes), like tiles xz, yz, bl , bob = max(bl left, bl right) # 2 : Bottom levels at velocity points (=flow links), xu, yu, blu, bob = blu, bl = lowest connected link # 3 : Bottom levels at velocity points (=flow links), using mean network levels xk, yk, zk bl = lowest connected link # 4 : Bottom levels at velocity points (=flow links), using min network levels xk, yk, zk bl = lowest connected link # 5 : Bottom levels at velocity points (=flow links), using max network levels xk, yk, zk bl = lowest connected link PartitionFile = # *_part.pol, polyline(s) x,y AngLat = 0. # Angle of latitude (deg), 0=no Coriolis Conveyance2D = 3 # -1:R=HU,0:R=H, 1:R=A/P, 2:K=analytic-1D conv, 3:K=analytic-2D conv Makeorthocenters = 0 # 1=yes, 0=no switch from circumcentres to orthocentres in geominit Dcenterinside = 1. # limit cell center; 1.0:in cell <-> 0.0:on c/g [numerics] CFLMax = 0.7 # Max. Courant nr. CFLWaveFrac = 0.1 # Wave velocity fraction, total courant vel = u + cflw*wavevelocity AdvecType = 3 # Adv type, 0=no, 1= Wenneker, qu-udzt, 2=1, q(uio-u), 3=Perot q(uio-u), 4=Perot q(ui-u), 5=Perot q(ui-u) without itself Limtypmom = 4 # Limiter type for cell center advection velocity, 0=no, 1=minmod,2=vanLeer,3=Kooren,4=Monotone Central Limtypsa = 4 # Limiter type for salinity transport, 0=no, 1=minmod,2=vanLeer,3=Kooren,4=Monotone Central 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 Maxdegree = 6 # Maximum degree in Gauss elimination Tlfsmo = 0. # Fourier smoothing time on waterlevel boundaries (s) Slopedrop2D = 0.3 # Apply droplosses only if local bottom slope > Slopedrop2D, 0=no droplosses [physics] UnifFrictCoef = 2.3d-2 # Uniform friction coefficient, 0=no friction UnifFrictType = 1 # 0=Chezy, 1=Manning, 2=White Colebrook, 3=z0 etc UnifFrictCoefLin = 0. # Uniform linear friction coefficient for ocean models (m/s), 0=no Vicouv = 1. # Uniform horizontal eddy viscosity (m2/s) Dicouv = 0. # Uniform horizontal eddy diffusivity (m2/s) Smagorinsky = 0. # Add Smagorinsky horizontal turbulence : vicu = vicu + ( (Smagorinsky*dx)**2)*S, e.g. 0.1 Elder = 0. # Add Elder contribution : vicu = vicu + Elder*kappa*ustar*H/6), e.g. 1.0 irov = 0 # 0=free slip, 1 = partial slip using wall_ks wall_ks = 0. # Nikuradse roughness for side walls, wall_z0=wall_ks/30 Rhomean = 1000. # Average water density (kg/m3) Ag = 9.81 # Gravitational acceleration TidalForcing = 1 # Tidal forcing (0=no, 1=yes) (only for jsferic == 1) Salinity = 0 # Include salinity, (0=no, 1=yes) [wind] ICdtyp = 2 # ( ),1=const, 2=S&B 2 breakpoints, 3= S&B 3 breakpoints, 4=Charnock constant Cdbreakpoints = 6.3d-4 7.23d-3 # ( ), e.g. 0.00063 0.00723 Windspeedbreakpoints = 0. 100. # (m/s), e.g. 0.0 100.0 Rhoair = 1.20000004768372 # Air density (kg/m3) Averageairpressureonopenboundaries = 0. # Average air Pressure on open boundaries, (N/m2), only applied if value > 0 [time] RefDate = 20010101 # Reference date (yyyymmdd) Tunit = # Time units in MDU (H, M or S) DtUser = 300. # User timestep in seconds (interval for external forcing update & his/map output) DtMax = 30. # Max timestep in seconds DtInit = 1. # Initial timestep in seconds AutoTimestep = 1 # Use CFL timestep limit or not (1/0) TStart = 0. # Start time w.r.t. RefDate (in TUnit) TStop = 8640000. # Stop time w.r.t. RefDate (in TUnit) [restart] RestartFile = # Restart file, only map, hence: *_map.nc RestartDateTime = # Restart time (YYYYMMDDHHMMSS) [external forcing] ExtForceFile = # *.ext [output] OutputDir = # Output directory of map-, his-, rst-, dat- and timings-files, default: DFM_OUTPUT_. Set to . for no dir/current dir. ObsFile = # *.xyn Coords+name of observation stations. CrsFile = # *_crs.pli Polyline(s) definining cross section(s). HisInterval = 120. # History output, given as "interval" "start period" "end period" (s) XLSInterval = 0. # Interval (s) between XLS history FlowGeomFile = # *_flowgeom.nc Flow geometry file in NetCDF format. MapInterval = 1200. # Map file output, given as "interval" "start period" "end period" (s) MapFormat = 1 # Map file format, 1: netCDF, 2: Tecplot, 3: netCFD and Tecplot RstInterval = 86400. # Interval (s) between restart file outputs WaqInterval = 0. # Interval (in s) between Delwaq file outputs StatsInterval = 0. # Interval (in s) between simulation statistics output. TimingsInterval = 0. # Timings output interval TimeSplitInterval = 0X # 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. MapOutputTimeVector = # File (.mpt) containing fixed map output times (s) w.r.t. RefDate FullGridOutput = 0 # 0:compact, 1:full time-varying grid data