# Generated on 15:57:49, 06-11-2015 # Deltares, D-Flow FM Version 1.1.145.41662M, Nov 04 2015, 14:38:48 [model] Program = D-Flow FM Version = 1.1.145.41662M MDUFormatVersion = 1.05 # File format version (do not edit this) AutoStart = 0 # Autostart simulation after loading MDU (0: no, 1: autostart, 2: autostartstop) [geometry] NetFile = Str01_net.nc # Unstructured grid file *_net.nc BathymetryFile = str_dep.xyz # Bathymetry points file *.xyb 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 FixedWeirFile = # Polyline file *_fxw.pliz, containing fixed weirs with rows x, y, crest level, left ground level, right ground 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 = 0.08 # Uniform width for channel profiles not specified by profloc ManholeFile = # File *.ini containing manholes WaterLevIni = 0.17 # Initial water level at missing s0 values Bedlevuni = -0.5 # Uniform bed level used at missing z values if BedlevType > 2 BedlevType = 1 # 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 Conveyance2D = -1 # -1: R=HU,0: R=H, 1: R=A/P, 2: K=analytic-1D conv, 3: K=analytic-2D conv Nonlin2D = 0 # Non-linear 2D volumes, only used if ibedlevtype=3 and Conveyance2D>=1 [numerics] CFLMax = 0.7 # Maximum Courant number AdvecType = 3 # 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) Limtypmom = 4 # Limiter type for cell center advection velocity (0: none, 1: minmod, 2: van Leer, 3: Kooren, 4: monotone central) Limtypsa = 0 # 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 = 0 # Timestepping method in Transport module, 0 = global (default) , 1 = local 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) Tlfsmo = 0. # Fourier smoothing time (s) on water level boundaries 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 [physics] UnifFrictCoef = 60. # Uniform friction coefficient (0: no friction) UnifFrictType = 0 # Uniform friction type (0: Chezy, 1: Manning, 2: White-Colebrook, 3: idem, WAQUA style) UnifFrictCoef1D = 60. # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoefLin = 0. # Uniform linear friction coefficient for ocean models (m/s) (0: no friction) Vicouv = 0. # Uniform horizontal eddy viscosity (m2/s) Dicouv = 0. # Uniform horizontal eddy diffusivity (m2/s) Smagorinsky = 0. # Smagorinsky factor in horizontal turbulence 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) Idensform = 0 # Density calulation (0: uniform, 1: Eckard, 2: Unesco, 3: baroclinic case) Ag = 9.81 # Gravitational acceleration TidalForcing = 0 # Tidal forcing, if jsferic=1 (0: no, 1: yes) Salinity = 0 # Include salinity, (0=no, 1=yes) Backgroundsalinity = 30. # Background salinity for eqn. of state (ppt) Backgroundwatertemperature = 20. # Background water temperature for eqn. of state (deg C) 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) [sediment] Sedimentmodelnr = 4 # Sediment model nr, (0=no, 1=Krone, 2=SvR2007, 3=MorphologyModule) SedFile = str.sed # Sediment characteristics file (*.sed) MorFile = str.mor # Morphology settings file (*.mor) DredgeFile = # Dredging/dumping settings file (*.dad) TransportVelocity = 0 # Velocities for sediment transport, 0=Lagr bed+sus, 1=Eul bed + Lagr sus, 2=Eul bed+sus Nr_of_sedfractions = 0 # Nr of sediment fractions, (specify the next parameters for each fraction) MxgrKrone = 0 # Highest fraction index treated by Krone D50 = # Mean Sandgrain diameter (m), e.g. 0.0001 Rhosed = # Mean Sandgrain rho (kg/m3) , e.g. 2650 InitialSedimentConcentration = # Initial sediment concentration (kg /m3) Uniformerodablethickness = # Uniform erodable layer thickness (m) Numintverticaleinstein = 10 # Number of vertical intervals in Einstein integrals ( ) Jaceneqtr = 2 # 1=equilibriumtransport at cell centre, 2= at netnode (default) ( ) Morfac = 1. # Morphological acceleration factor (), bottom updates active for morfac > 0, 1d0=realtime, etc TMorfspinup = 0. # Spin up time for morphological adaptations (s) Alfabed = 1. # Calibration par bed load, default=1d0 ( ) Alfasus = 1. # Calibration par suspende load, default=1d0 ( ) Crefcav = 20. # Calibration par only in jased==3, default=20d0 ( ) [bedform] BedformFile = # Bedform characteristics file (*.bfm) [wind] ICdtyp = 2 # Wind drag coefficient type (1: constant, 2: S&B 2 breakpoints, 3: S&B 3 breakpoints, 4: Charnock constant, 5: Whang) Cdbreakpoints = 6.3d-4 7.23d-3 # Wind drag coefficient break points Windspeedbreakpoints = 0. 100. # Wind speed break points (m/s) [time] RefDate = 20151101 # Reference date (yyyymmdd) Tzone = 0. # Time zone assigned to input time series DtUser = 0.5 # Time interval (s) for external forcing update DtMax = 0.5 # Maximal computation timestep (s) DtInit = 0.5 # Initial computation timestep (s) Autotimestepdiff = 0 # 0 = no, 1 = yes (Time limitation based on explicit diffusive term) Tunit = S # Time unit for start/stop times (H, M or S) TStart = 0. # Start time w.r.t. RefDate (in TUnit) TStop = 1200. # Stop time w.r.t. RefDate (in TUnit) [restart] RestartFile = str01_20151101_000000_rst.nc # Restart netcdf-file, either *_rst.nc or *_map.nc RestartDateTime = # Restart date and time (YYYYMMDDHHMMSS) when restarting from *_map.nc [external forcing] ExtForceFile = str.ext # 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 = dflowfmoutput # Output directory of map-, his-, rst-, dat- and timings-files, default: DFM_OUTPUT_. Set to . for no dir/current dir. FlowGeomFile = # Flow geometry NetCDF *_flowgeom.nc ObsFile = str_obs.xyn # Points file *.xyn with observation stations with rows x, y, station name CrsFile = str01_crs.pli # Polyline file *_crs.pli defining observation cross sections HisInterval = 60. # History output times, given as "interval" "start period" "end period" (s) XLSInterval = 0. # Interval (s) between XLS history MapInterval = 1200 # Map file output, given as "interval" "start period" "end period" (s) RstInterval = 600 # Restart file output times, given as "interval" "start period" "end period" (s) WaqInterval = 0. # Interval (in s) between DELWAQ file outputs StatsInterval = 60. # Interval (in s) between simulation statistics output. TimingsInterval = 0. # Timings statistics 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. MapFormat = 4 # Map file format, 1: netCDF, 2: Tecplot, 3: netCFD and Tecplot, 4: NetCDF-UGRID Wrihis_balance = 1 # Write mass balance totals to his file (1: yes, 0: no) Wrimap_waterlevel_s0 = 1 # Write water levels for previous time step to map file (1: yes, 0: no) Wrimap_waterlevel_s1 = 1 # Write water levels to map file (1: yes, 0: no) Wrimap_velocity_component_u0 = 1 # Write velocity component for previous time step to map file (1: yes, 0: no) Wrimap_velocity_component_u1 = 1 # Write velocity component to map file (1: yes, 0: no) Wrimap_velocity_vector = 1 # Write cell-center velocity vectors to map file (1: yes, 0: no) Wrimap_upward_velocity_component = 1 # Write upward velocity component on cell interfaces (1: yes, 0: no) Wrimap_density_rho = 1 # Write flow density to map file (1: yes, 0: no) Wrimap_horizontal_viscosity_viu = 1 # Write horizontal viscosity to map file (1: yes, 0: no) Wrimap_horizontal_diffusivity_diu = 1 # Write horizontal diffusivity to map file (1: yes, 0: no) Wrimap_flow_flux_q1 = 1 # Write flow flux to map file (1: yes, 0: no) Wrimap_spiral_flow = 1 # Write spiral flow to map file (1: yes, 0: no) Wrimap_numlimdt = 1 # Write the number times a cell was Courant limiting to map file (1: yes, 0: no) Wrimap_taucurrent = 1 # Write the shear stress to map file (1: yes, 0: no) Wrimap_chezy = 1 # Write the chezy roughness to map file (1: yes, 0: no) Wrimap_turbulence = 1 # Write vicww, k and eps to map file (1: yes, 0: no) Wrimap_wind = 1 # Write wind velocities to map file (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) [trachytopes] TrtRou = N # Include alluvial and vegetation roughness (trachytopes) (Y: yes, N: no) TrtDef = # Filename (*.ttd) including trachytope definitions Trtl = # Filename (*.arl) including distribution of trachytope definitions DtTrt = # Interval (in s) between trachytope roughness updates