# Generated on 04/03/2015 17:30:16 # Deltares, FM-Suite DFlowFM Model Version 1.0.0.0, DFlow FM Version 1.1.137.39546 [model] Program = D-Flow FM Version = 1.1.137.39546 GuiVersion = 1.0.0.0 AutoStart = 0 # Autostart simulation after loading MDU or not (0=no, 1=autostart, 2=autostartstop). [geometry] NetFile = dflow-fm_net.nc # *_net.nc BathymetryFile = # *.xyb WaterLevIniFile = inilev.xyz # Initial water levels sample file *.xyz LandBoundaryFile = # Only for plotting DryPointsFile = ThinDamFile = # *_thd.pli, Polyline(s) for tracing thin dams. FixedWeirFile = dam.pliz # *_tdk.pli, Polyline(s) x,y,z, z = thin dyke top levels StructureFile = dflow-fm_structures.ini# structures file 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 Bedslope = 0 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 Sillheightmin = 0.5 # Weir treatment only if both sills larger than this value (m) 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 Kmx = 0 [numerics] 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 Limtyphu = 0 Limtypmom = 4 # Limiter type for cell center advection velocity, 0=no, 1=minmod,2=vanLeer,3=Kooren,4=Monotone Central Limtypsa = 0 # 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 FixedWeirScheme = 2 # 0 = no, 1 = compact stencil, 2 = whole tile lifted, full subgrid weir + factor FixedWeirContraction= 1 # flow width = flow width*thindykecontraction Izbndpos = 0 Tlfsmo = 0 # Fourier smoothing time on waterlevel boundaries (s) Lincontin = 0 Jaembed1D = 0 Slopedrop2D = 0 # Apply droplosses only if local bottom slope > Slopedrop2D, <=0 =no droplosses Chkadvd = 0.1 Teta0 = 0.55 Jbasqbnddownwindhs= 0 Maxitverticalforester= 0 CFLMax = 0.7 # Max. Courant nr. TimeStepType = 2 # 0=only transport, 1=transport + velocity update, 2=full implicit step_reduce, 3=step_jacobi, 4=explicit [physics] Ag = 9.81 # Gravitational acceleration Rhomean = 1000 # Average water density (kg/m3) UnifFrictCoef = 0.023 # 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 Umodlin = 1 Vicouv = 0 # Uniform horizontal eddy viscosity (m2/s) Dicouv = 1 # Uniform horizontal eddy diffusivity (m2/s) Vicoww = 0 Dicoww = 0 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 TidalForcing = 1 # Tidal forcing (0=no, 1=yes) (only for jsferic == 1) Salinity = 0 # Include salinity, (0=no, 1=yes) InitialSalinity = 0 Temperature = 0 InitialTemperature= 5 Secchidepth = 2 Stanton = 0.0013 Dalton = 0.0013 UnifFrictCoef1D = 2.3d-2 # Uniform friction coefficient in 1D links, 0=no friction [wind] ICdtyp = 2 # ( ),1=const, 2=S&B 2 breakpoints, 3= S&B 3 breakpoints, 4=Charnock constant Cdbreakpoints = 0.00063 0.00723 # ( ), e.g. 0.00063 0.00723 Windspeedbreakpoints= 0 100 # (m/s), e.g. 0.0 100.0 Rhoair = 1.20000004768372 # Air density (kg/m3) PavBnd = 101325 # Average air Pressure on open boundaries, (N/m2), only applied if value > 0 Gapres = 101325 # Global Atmospheric Pressure, (N/m2) [waves] Wavemodelnr = 0 WaveNikuradse = 0.01 Rouwav = FR84 [time] RefDate = 19920831 # Reference date (yyyymmdd) Tunit = S # Time units in MDU (H, M or S) TStart = 0 # Start time w.r.t. RefDate (in TUnit) TStop = 7200 # Stop time w.r.t. RefDate (in TUnit) DtUser = 10 # User timestep in seconds (interval for external forcing update & his/map output) DtMax = 10 # Max timestep in seconds DtInit = 30 # Initial timestep in seconds AutoTimestep = 1 # Use CFL timestep limit or not (1/0) [restart] RestartFile = # Restart file, only from netcdf-file, hence: either *_rst.nc or *_map.nc RestartDateTime = 20150402 # Restart time (YYYYMMDDHHMMSS), only relevant in case of restart from *_map.nc [external forcing] ExtForceFile = dflow-fm.ext # *.ext ExtForceFileNew = [output] MapFormat = 1 # Map file format, 1: netCDF, 2: Tecplot, 3: netCFD and Tecplot OutputDir = # Output directory of map-, his-, rst-, dat- and timings-files, default: DFM_OUTPUT_. Set to . for no dir/current dir. ObsFile = dflow-fm_obs.xyn # *.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 = 120 # Map file output, given as "interval" "start period" "end period" (s) RstInterval = # Restart file output, given as "interval" "start period" "end period" (s) S1incinterval = WaqInterval = 0 # Interval (in s) between Delwaq file outputs StatsInterval = 0 # Interval (in s) between simulation statistics output. TimingsInterval = 0 # Timings output interval MapOutputTimeVector= # File (.mpt) containing fixed map output times (s) w.r.t. RefDate Writebalancefile = 0 FullGridOutput = 0 # 0:compact, 1:full time-varying grid data 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. [trachytopes] TrtRou = N TrtDef = TrtL = TrtDt = 60