# D-Flow FM mdu-file, generated by Matlab on 13:56:13, 01-11-2013. # This standardized mdu-file is intended to only be used for the testbench. [model] Program = D-Flow FM Version = 1.1.81 AutoStart = 0 [geometry] NetFile = sfertrian_net.nc BathymetryFile = WaterLevIniFile = LandBoundaryFile = ThinDamFile = ThindykeFile = ProflocFile = ProfdefFile = ManholeFile = WaterLevIni = 0. Bedlevuni = -5. Bedslope = BedlevType = 3 PartitionFile = AngLat = 0. Conveyance2D = 3 Sillheightmin = Kmx = Makeorthocenters = 0 Dcenterinside = 1. [numerics] CFLMax = 0.7 CFLWaveFrac = 0. AdvecType = 3 Icoriolistype = Limtyphu = Limtypmom = 4 Limtypsa = 0 Icgsolver = 4 Maxdegree = 6 Thindykescheme = Thindykecontraction = Izbndpos = 0 Jbasqbnddownwindhs = 0 Tlfsmo = 0 Slopedrop2D = 0.3 Lincontin = Jaembed1D = Chkadvd = Teta0 = 0.550000011920929 Maxitverticalforester = [physics] UnifFrictCoef = 2.8d-2 UnifFrictType = 1 UnifFrictCoefLin = 0. Umodlin = Vicouv = 1. Dicouv = 0.0000000 Vicoww = 0. Dicoww = 0.0000000 Smagorinsky = 0. Elder = 0. irov = 0 wall_ks = 0. TidalForcing = 0 Ag = 9.81 Salinity = 0 InitialSalinity = 31.0000000 Rhomean = 1000.0000000 [wind] ICdtyp = 2 Cdbreakpoints = 6.3d-4 7.23d-3 Windspeedbreakpoints = 0. 100. Rhoair = 1.20000004768372 PavBnd = 101325.0000000 Gapres = 101325.0000000 [waves] Wavemodelnr = 3 [time] RefDate = 20061225 Tunit = H DtUser = 300. DtMax = 300. DtInit = 1. AutoTimestep = 1 TStart = 0. TStop = 72. [restart] RestartFile = RestartDateTime = [external forcing] ExtForceFile = wind.ext [output] OutputDir = dflowfmoutput ObsFile = CrsFile = HisFile = HisInterval = 120. XLSInterval = 0. FlowGeomFile = MapFile = MapInterval = 10800.0 MapFormat = 1 RstInterval = 0. S1incinterval = WaqFileBase = wind WaqInterval = 0. StatsInterval = WriteBalancefile = 0 SnapshotDir = TimingsInterval = TimeSplitInterval = 0X MapOutputTimeVector = FullGridOutput = 0