# Source:https://svn.oss.deltares.nl/repos/delft3d/trunk/ * # Generated on 2019-03-01 09:01:07 # Deltares,Delft3D FM 2018 Suite Version 1.5.0.40943, D-Flow FM Version 1.2.0.61839M [model] Program = D-Flow FM Version = 1.2.0.61839M MDUFormatVersion = 1.06 # File format version (do not edit this) GuiVersion = 1.5.0.40943 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 = weir_net.nc # Unstructured grid file *_net.nc BathymetryFile = DryPointsFile = # Dry points file *.xyz (third column dummy z values), or dry areas polygon file *.pol (third column 1/-1: inside/outside) GridEnclosureFile = # Enclosure file to clip outer parts from the grid *.pol WaterLevIniFile = # Initial water levels sample file *.xyz LandBoundaryFile = # Land boundaries file *.ldb, used for visualization ThinDamFile = # Polyline file *_thd.pli, containing thin dams FixedWeirFile = weir01_fxw.pliz # 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 StructureFile = 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 ManholeFile = # File *.ini containing manholes WaterLevIni = 1.7 # Initial water level at missing s0 values Bedlevuni = -5 Bedslope = 0 BedlevType = 3 # Bathymetry specification Blmeanbelow = -999 Blminabove = -999 # 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 = 3 # -1: R=HU,0: R=H, 1: R=A/P, 2: K=analytic-1D conv, 3: K=analytic-2D conv Nonlin2D = 0 Sillheightmin = 0 Makeorthocenters = 0 Dcenterinside = 1 Bamin = 1E-06 OpenBoundaryTolerance= 3 RenumberFlowNodes = 1 Kmx = 0 Layertype = 1 Numtopsig = 0 SigmaGrowthFactor = 1 BedlevelFile = # Bedlevels points file e.g. *.xyz, only needed for bedlevtype not equal 3 Cutcelllist = # File with names of cutcell polygons, e.g. cutcellpolygons.lst 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 Uniformheight1D = 3. # Uniform height for channel profiles not specified by profloc Uniformtyp1Dstreetinlets= -2 # Uniform type street inlets Uniformtyp1Droofgutterpipes= -2 # Uniform type roof gutter pipes PipeFile = # File *.pliz containing pipe-based 'culverts' ShipdefFile = # File *.shd containing ship definitions waterdepthini1D = 0. # Initial waterdepth in 1D Slotw2D = 0. # - [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) Limtyphu = 0 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) Vertadvtypsal = 5 # 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) Icgsolver = 1 # 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 FixedWeirScheme = 6 FixedWeirContraction= 1 FixedWeirfrictscheme= 1 Fixedweirtopwidth = 3 Fixedweirtopfrictcoef= -999 Fixedweirtalud = 4 Izbndpos = 1 # Position of z boundary (0: D3Dflow, 1: on net boundary, 2: on specified polyline) Tlfsmo = 0 # Fourier smoothing time (s) on water level boundaries Slopedrop2D = 0.3 # Apply drop losses only if local bed slope > Slopedrop2D, (<=0: no drop losses) Chkadvd = 0.1 Teta0 = 0.55 Qhrelax = 0.01 Jbasqbnddownwindhs= 1 # Water depth scheme at discharge boundaries (0: original hu, 1: downwind hs) cstbnd = 0 # Delft-3D type velocity treatment near boundaries for small coastal models (1: yes, 0: no) Maxitverticalforestersal= 0 Maxitverticalforestertem= 0 Jaorgsethu = 1 Turbulencemodel = 3 Turbulenceadvection= 3 AntiCreep = 0 Maxwaterleveldiff = 0 Maxvelocitydiff = 0 Epshu = 0.0001 # Threshold water depth for wet and dry cells SobekDFM_umin = 0 Icoriolistype = 5 # 0=No, 1=yes, if jsferic then spatially varying, if icoriolistype==6 then constant (anglat) TransportTimestepping= 1 # Timestepping method in Transport module, 0 = global, 1 = local (default) 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) Logprofkepsbndin = 0 # inflow: 0=0 keps, 1 = log keps, 2 = user3D Drop3D = 0. # Apply droplosses in 3D if z upwind below bob + 2/3 hu*drop3D jaupwindsrc = 1 # 1st-order upwind advection at sources/sinks (1) or higher-order (0) jasfer3D = 0 # corrections for spherical coordinates [physics] UnifFrictCoef = 0 # Uniform friction coefficient (0: no friction) UnifFrictType = 0 # Uniform friction type (0: Chezy, 1: Manning, 2: White-Colebrook, 3: idem, WAQUA style) UnifFrictCoef1D = 0.023 # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoefLin = 0 # Uniform linear friction coefficient (0: no friction) Umodlin = 0 Vicouv = 0 # Uniform horizontal eddy viscosity (m2/s) Dicouv = 0 # Uniform horizontal eddy diffusivity (m2/s) Vicoww = 5E-05 Dicoww = 5E-05 Vicwminb = 0 Smagorinsky = 0 # Smagorinsky factor in horizontal turbulence, e.g. 0.15 Elder = 0 # Elder factor in horizontal turbulence Irov = 0 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) Doodsonstart = 55.565 Doodsonstop = 375.575 Doodsoneps = 0 Salinity = 0 # Include salinity, (0=no, 1=yes) InitialSalinity = 0 Sal0abovezlev = -999 DeltaSalinity = -999 Backgroundsalinity= 30 InitialTemperature= 6 Secchidepth = 2 Stanton = -1 Dalton = -1 Backgroundwatertemperature= 6 SecondaryFlow = 0 # Secondary flow (0: no, 1: yes) EffectSpiral = 0 BetaSpiral = 0 Temperature = 0 # Include temperature (0: no, 1: only transport, 3: excess model of D3D, 5: composite (ocean) model) UnifFrictCoef1D2D = 2.3d-2 # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoef1DgrLay= 5.d-2 # Uniform ground layer friction coefficient for ocean models (m/s) (0: no friction) 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. [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 = 0.00063 0.00723 # Wind drag coefficient break points Windspeedbreakpoints= 0 100 # Wind speed break points (m/s) Rhoair = 1.20000004768372 # Air density (kg/m3) PavBnd = 101325 # Average air pressure on open boundaries (N/m2) (only applied if > 0) PavIni = 0 Relativewind = 0 # Wind speed relative to top-layer water speed, 1=yes, 0 = no) Stericcorrection = 0 # Steric correction on waterlevel bnds, for which sal + temp should be prescribed [waves] Wavemodelnr = 0 WaveNikuradse = 0.01 Rouwav = FR84 Gammax = 1 [time] RefDate = 19980101 # Reference date (yyyymmdd) Tzone = 0 # Time zone assigned to input time series DtUser = 0.25 # Time interval (s) for external forcing update DtNodal = DtMax = 0.25 # Maximal computation timestep (s) DtInit = 1 # Initial computation timestep (s) Tunit = M # Time unit for start/stop times (D, H, M or S) TStart = 0 # Start time w.r.t. RefDate (in TUnit) TStop = 30 # Stop time w.r.t. RefDate (in TUnit) Dtfacmax = 1.1 # Max timestep increase factor ( ) Timestepanalysis = 0 # 0=no, 1=see file *.steps [restart] RestartFile = # Restart netcdf-file, either *_rst.nc or *_map.nc RestartDateTime = 19980101 # Restart date and time (yyyymmddhhmmss) when restarting from *_map.nc [external forcing] ExtForceFile = weir_Q-H.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 [trachytopes] TrtRou = N TrtDef = TrtL = DtTrt = 60 [output] Wrishp_crs = 0 Wrishp_weir = 0 Wrishp_gate = 0 Wrishp_fxw = 0 Wrishp_thd = 0 Wrishp_obs = 0 Wrishp_emb = 0 Wrishp_dryarea = 0 Wrishp_enc = 0 Wrishp_src = 0 Wrishp_pump = 0 OutputDir = dflowfmoutput # 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 = weir_obs.xyn # Points file *.xyn with observation stations with rows x, y, station name CrsFile = cross_crs.pli # Polyline file *_crs.pli defining observation cross sections HisFile = weir_his.nc # HisFile name *_his.nc HisInterval = 5 0 7200 # History output times, given as "interval" "start period" "end period" (s) XLSInterval = # Interval (s) between XLS history MapFile = weir_map.nc # MapFile name *_map.nc MapInterval = 5 0 7200 # Map file output, given as "interval" "start period" "end period" (s) RstInterval = 0 # Restart file output times, given as "interval" "start period" "end period" (s) S1incinterval = MapFormat = 1 # Map file format, 1: netCDF, 2: Tecplot, 3: netCFD and Tecplot, 4: NetCDF-UGRID Wrihis_balance = 1 Wrihis_structure_gen= 1 Wrihis_structure_dam= 1 Wrihis_structure_pump= 1 Wrihis_structure_gate= 1 Wrimap_waterlevel_s0= 1 Wrimap_waterlevel_s1= 1 Wrimap_velocity_component_u0= 1 Wrimap_velocity_component_u1= 1 Wrimap_velocity_vector= 1 Wrimap_upward_velocity_component= 0 Wrimap_density_rho= 1 Wrimap_horizontal_viscosity_viu= 1 Wrimap_horizontal_diffusivity_diu= 1 Wrimap_flow_flux_q1= 1 Wrimap_spiral_flow= 1 Wrimap_numlimdt = 1 Wrimap_taucurrent = 1 Wrimap_chezy = 1 Wrimap_turbulence = 1 Wrimap_wind = 1 Wrimap_heat_fluxes= 0 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) WaqInterval = 0 # DELWAQ output times, given as "interval" "start period" "end period" (s) StatsInterval = # Screen step output interval in seconds simulation time, if negative in seconds wall clock time Writebalancefile = 0 TimingsInterval = # Timings statistics output interval Richardsononoutput= 1 FouFile = # Fourier analysis input file *.fou ClassMapInterval = 0. 0. 7200. # Class map output times, given as "interval" "start period" "end period" (s) ClassMapFile = # ClassMapFile name *_clm.nc 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. NcFormat = 3 # Format for all NetCDF output files (3: classic, 4: NetCDF4+HDF5) Wrihis_heat_fluxes= 0 # Write heat fluxes to his file (1: yes, 0: no) Writepart_domain = 1 # Write partition domain info. for postprocessing WriteDFMinterpretedvalues= 0 # Write DFMinterpretedvalues (1: yes, 0: no) Wrirst_bnd = 1 # Write waterlevel, bedlevel and coordinates of boundaries to restart files