# Generated on 09:57:00, 09-10-2012 # Deltares, D-Flow FM Version 1.1.52.23792:24196M, Oct 08 2012, 11:19:41 [model] Program = D-Flow FM Version = 1.1.52.23792:24196M AutoStart = 2 # Autostart simulation after loading MDU or not (0=no, 1=autostart, 2=autostartstop). [geometry] NetFile = simple_waal_net.nc # *_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 BotLevUni = -5. # Uniform bottom level, (only if Botlevtype>=3, used at missing z values in netfile BotLevType = 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 [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 = 1 # Solver type , 1 = sobekGS_OMP, 2 = sobekGS_OMPthreadsafe, 3 = sobekGS, 4 = sobekGS + Saadilud Hdam = 0. # Threshold for minimum bottomlevel step at which to apply energy conservation factor i.c. flow contraction [physics] UnifFrictCoef = 2.3d-2 # Uniform friction coefficient, 0=no friction UnifFrictType = 1 # 0=Chezy, 1=Manning, 2=White Colebrook, 3=z0 etc Vicouv = 0. # Uniform horizontal eddy viscosity 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 Vicoww = 0. # Uniform vertical eddy viscosity TidalForcing = 1 # Tidal forcing (0=no, 1=yes) (only for jsferic == 1) Salinity = 0 # Include salinity, (0=no, 1=yes) [wind] ICdtyp = 2 # ( ), Cd = const, 2=S&B 2 breakpoints, 3= S&B 3 breakpoints Cdbreakpoints = 6.3d-4 7.23d-3 # ( ), e.g. 0.00063 0.00723 Windspeedbreakpoints = 0. 100. # (m/s), e.g. 0.0 100.0 [time] RefDate = 19920831 # Reference date (yyyymmdd) Tunit = # Time units in MDU (H, M or S) DtUser = 300. # User timestep in seconds (interval for external forcing update) DtMax = 60. # 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 = 864000. # Stop time w.r.t. RefDate (in TUnit) [external forcing] ExtForceFile = simple_waal.ext # *.ext [output] ObsFile = simple_waal_obs.xyn # *.xyn Coords+name of observation stations. CrsFile = # test_crs.pli *_crs.pli Polyline(s) definining cross section(s). HisFile = # *_his.nc History file in NetCDF format. HisInterval = 300. # Interval (s) between history outputs XLSInterval = 0. # Interval (s) between XLS history FlowGeomFile = # *_flowgeom.nc Flow geometry file in NetCDF format. MapFile = # *_map.nc Map file in NetCDF format. MapInterval = 1200. # Interval (s) between map file outputs RstInterval = 86400. # Interval (s) between map file outputs WaqFileBase = simple_waal # Basename (without extension) for all Delwaq files to be written. WaqInterval = 0. # Interval (in s) between Delwaq file outputs StatsInterval = 0. # Interval (in s) between simulation statistics output. SnapshotDir = snapshots # Directory where snapshots/screendumps are saved.