** WARNING: MDU setting "Wrihis_temperature = 1" asks to write temperature to the output his file, but no temperature is involved due to MDU setting "Temperature = 0". So we set "Wrihis_temperature = 0" and do not write temperature to his file. ** WARNING: MDU setting "Wrihis_salinity = 1" asks to write salinity to the output his file, but no salinity is involved due to MDU setting "Salinity = 0". So we set "Wrihis_salinity = 0" and do not write salinity to his file. ** WARNING: TimeSplitInterval invalid, disabling time partitioning of output. Got: 0 ** INFO : Read Structure data from Structures.ini ** INFO : Reading Roughness ... ** INFO : Reading Roughness Done ** INFO : Reading Cross Section Definitions ... ** INFO : Reading Cross Section Definitions Done ** INFO : Reading Cross Section Locations ... ** INFO : Reading Cross Section Locations Done ** INFO : All 1D-Reading Done ** INFO : Reading Structures ... ** INFO : Reading Structures Done ** INFO : Reading Observation Points from 'ObservationPoints.ini'... ** INFO : 0 observation points have been read from file ObservationPoints.ini ** INFO : 0 (1d network) observation cross sections have been read from file ObservationPoints_crs.ini ** INFO : Initializing flow model geometry... ** INFO : dischargebnd node1 1 nr of open bndcells ** INFO : waterlevelbnd node3 1 nr of open bndcells ** INFO : waterlevelbnd node4 1 nr of open bndcells ** INFO : setbedlevelfromextfile: Using bedlevel as specified in net-file. ** INFO : setbedlevelfromextfile: Mirroring input bedlevels at open boundaries. ** INFO : Done initializing flow model geometry. ** INFO : Start initializing external forcings... ** INFO : Reading initial field file 'initialFields.ini'. ** INFO : Finish initializing 1dField file 'InitialWaterDepth.ini': 0 [Branch] blocks have been read and handled. ** INFO : Finish initializing the initial field file 'initialFields.ini': 2 blocks have been read and handled. ** INFO : Done initializing external forcings. ** INFO : nogauss , nocg : 154 0 ** INFO : ** Model initialization was successful ** ** INFO : * Active Model definition: # Generated on 11:20:24, 31-01-2022 # Deltares, D-Flow FM Version 1.2.140.140675M, Jan 29 2022, 23:43:28 # Source:https://svn.oss.deltares.nl/repos/delft3d/trunk/ [General] Program = D-Flow FM # Program Version = 1.2.140.140675M # Version number of computational kernel fileType = modelDef # File type. Do not edit this. fileVersion = 1.09 # File format version (do not edit this) 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). PathsRelativeToParent = 0 # Default: 0. Whether or not (1/0) to resolve file names (e.g. inside the *.ext file) relative to their direct parent, instead of to the toplevel MDU working dir. [geometry] NetFile = flow1d_net.nc # Unstructured grid file *_net.nc BedlevelFile = # Bedlevels points file e.g. *.xyz, only needed for bedlevtype not equal 3 GridEnclosureFile = # Enclosure file to clip outer parts from the grid *.pol DryPointsFile = # Dry points file *.xyz (third column dummy z values), or dry areas polygon file *.pol (third column 1/-1: inside/outside) CrossDefFile = CrossSectionDefinitions.ini# 1D Cross section definition file (*.ini) CrossLocFile = CrossSectionLocations.ini# 1D Cross section location file (*.ini) StorageNodeFile = # 1D Storage node/manhole file (*.ini) frictFile = roughness-Main.ini # 1D Roughness files (*.ini) StructureFile = Structures.ini # Hydraulic structure file (*.ini) WaterLevIniFile = # Initial water levels sample file *.xyz using flood fill algorithm LandBoundaryFile = # Land boundaries file *.ldb, used for visualization ThinDamFile = # Polyline file *_thd.pli, containing thin dams Cutcelllist = # File with names of cutcell polygons, e.g. cutcellpolygons.lst FixedWeirFile = # 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 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 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 IniFieldFile = initialFields.ini # Initial values and parameter fields file UseCaching = 1 # Use caching for geometrical/network-related items (0: no, 1: yes) Uniformwidth1D = 1. # Uniform width for channel profiles not specified by profloc Uniformheight1D = 1. # Uniform height for channel profiles not specified by profloc Uniformtyp1Dstreetinlets = -2 # Uniform type street inlets Uniformtyp1Droofgutterpipes = -2 # Uniform type roof gutter pipes 1D2DLinkFile = # File *.ini containing custom parameters for 1D2D links Dxwuimin2D = 0. # Smallest fraction dx/wu , set dx > Dxwuimin2D*wu, Default = 0.1 ManholeFile = # File *.ini containing manholes PipeFile = # File *.pliz containing pipe-based 'culverts' ShipdefFile = # File *.shd containing ship definitions WaterLevIni = -999. # Initial water levels sample file *.xyz using flood fill algorithm BedlevUni = -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 Blmeanbelow = -999. # If not -999d0, below this level the cell center bed level is the mean of surrouding net nodes Blminabove = -999. # If not -999d0, above this level the cell center bed level is the min. of surrouding net nodes Groundlayerthickness = -999. # Only in pipes: groundlayer thickness (m) 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 = -1 # -1: R=HU,0: R=H, 1: R=A/P, 2: K=analytic-1D conv, 3: K=analytic-2D conv Nonlin1D = 1 # Non-linear 1D volumes, 1 = Preisman slot, 2 = pipes closed (Nested Newton) Slotw2D = 0. # - Sillheightmin = 0.5 # Weir treatment only if both sills larger than this value (m) Makeorthocenters = 0 # Switch from circumcentres to orthocentres in geominit (i>=1: number of iterations, 0: do not use) Dcenterinside = 1. # Limit cell center (1.0: in cell, 0.0: on c/g) Bamin = 1.d-6 # Minimum grid cell area, in combination with cut cells OpenBoundaryTolerance = 3. # Search tolerance factor between boundary polyline and grid cells, in cell size units AllowBndAtBifurcation = 0 # Allow 1d boundary node when connecting branch leads to bifurcation (1: yes, 0: no) CreateLinks1D2D = 0 # Ruecksichtslos create links between 1D nodes and 2D cells when initializing model (1: yes, 0: no) RenumberFlowNodes = 1 # Renumber the flow nodes (1: yes, 0: no) dxDoubleAt1DEndNodes = 1 # Extend 1D end nodes by 0.5 dx (1: yes, 0: no). ChangeVelocityAtStructures = 0 # Change the flow velocity at structures in the advection calculation ChangeStructureDimensions = 1 # Change the structure dimensions of (universal) weirs, orifices, bridges and general structures in case these dimensions exceed the dimensions of the channel Kmx = 0 # Maximum number of vertical layers Layertype = 1 # Vertical layer type (1: all sigma, 2: all z, 3: use VertplizFile) Numtopsig = 0 # Number of sigma layers in top of z-layer model SigmaGrowthFactor = 1. # Layer thickness growth factor from bed up StretchType = -1 # Type of layer stretching, 0 = uniform, 1 = user defined, 2 = fixed level double exponential Keepzlayeringatbed = 2 # 0:possibly very thin layer at bed, 1:bedlayerthickness == zlayerthickness, 2=equal thickness first two layers Ihuz = 4 # if keepzlayeratbed>=3 : 1=central from bed til second, 2=all central, 3=from bed till highest equal levels ihuzcsig = 3 # if keepzlayeratbed>=3 : 1,2,3=av,mx,mn of Leftsig,Rightsig,4=uniform Zlayeratubybob = 0 # Lowest connected cells governed by bob instead of by bL L/R [volumeTables] useVolumeTables = 0 # Use 1D volume tables (1: yes, 0: no). [numerics] CFLMax = 0.7 # Maximum Courant number EpsMaxlev = 1.d-8 # Stop criterium for non linear iteration EpsMaxlevm = 1.d-8 # Stop criterium for Nested Newton loop in non linear iteration Lincontin = 0 # Default 0; Set to 1 for linearizing d(Hu)/dx; link to AdvecType AdvecType = 33 # 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), 33: as 3 using links (faster) AdvecCorrection1D2D = 0 # Advection correction of 1D2D link volume (0: regular advection, 1: link volume au*dx, 2: advection on 1D2D switched off. TimeStepType = 2 # Time step handling (0: only transport, 1: transport + velocity update, 2: full implicit step-reduce, 3: step-Jacobi, 4: explicit) maxNonlinearIterations = 100 # Maximal iterations in non-linear iteration loop before a time step reduction is applied setHorizontalBobsFor1d2d = 0 # bobs are set to 2D bedlevel, to prevent incorrect storage in sewer system (0: no, 1:yes). Icoriolistype = 5 # 0=No, 5=default, 3,4 no weights, 5-10 Kleptsova hu/hs, 25-30 Ham hs/hu, odd: 2D hs/hu, even: hsk/huk Newcorio = 1 # 0=prior to 27-11-2019, 1=no normal forcing on open bnds, plus 12 variants ) Corioadamsbashfordfac = 0.5 # 0=No, 0.5d0=AdamsBashford, only for Newcorio=1) Limtyphu = 0 # Limiter type for waterdepth in continuity eqn. (0: none, 1: minmod, 2: van Leer, 3: Kooren, 4: monotone central) Limtypmom = 4 # Limiter type for cell center advection velocity (0: none, 1: minmod, 2: van Leer, 3: Kooren, 4: monotone central) Limtypsa = 4 # 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 = 1 # Timestepping method in Transport module, 0 = global, 1 = local (default) TransportAutoTimestepdiff = 0 # Auto Timestepdiff in Transport, 0 : lim diff, no lim Dt_tr, 1 : no lim diff, lim Dt_tr, 2: no lim diff, no lim Dt_tr, 3=implicit (only 2D) Implicitdiffusion2D = 0 # 1 = Yes, 0 = No Vertadvtypsal = 6 # 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) 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) Vertadvtypmom = 6 # Vertical advection type for u1: 0: No, 3: Upwind implicit, 4: Central implicit, 5: QUICKEST implicit., 6: centerbased upwind expl, 7=6 HO Vertadvtypmom3onbnd = 0 # vert. adv. u1 bnd UpwimpL: 0=follow javau , 1 = on bnd, 2= on and near bnd Cffacver = 0. # Factor for including (1-CFL) in HO term vertical (0d0: no, 1d0: yes) Jarhoxu = 0 # Include density gradient in advection term (0: no(strongly advised), 1: yes, 2: Also in barotropic and baroclinic pressure term) Horadvtypzlayer = 0 # Horizontal advection treatment of z-layers (1: default, 2: sigma-like) Pure1D = 2 # 0 = org 1D advec, 1 = pure1D using vol1_f, 2 = pure1D using vol1 Zlayercenterbedvel = 1 # reconstruction of center velocity at half closed bedcells (0=no, 1: copy bed link velocities) Structurelayersactive = 1 # 0=structure flow through all layers, 1=structure flow only through open layers 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 Noderivedtypes = 5 # 0=use der. types. , 1 = less, 2 = lesser, 5 = also dealloc der. types jposhchk = 2 # Check for positive waterdepth (0: no, 1: 0.7*dts, just redo, 2: 1.0*dts, close all links, 3: 0.7*dts, close all links, 4: 1.0*dts, reduce au, 5: 0.7*dts, reduce au) FixedWeirScheme = 0 # Fixed weir scheme (0: none, 1: compact stencil, 2: whole tile lifted, full subgrid weir + factor) FixedWeirContraction = 1. # Fixed weir flow width contraction factor Fixedweirfrictscheme = 0 # Fixed weir friction scheme (0: friction based on hu, 1: friction based on subgrid weir friction scheme) Fixedweirtopwidth = 3. # Uniform width of the groyne part of fixed weirs Fixedweirtopfrictcoef = -999. # Uniform friction coefficient of the groyne part of fixed weirs Fixedweirtalud = 4. # Uniform talud slope of fixed weirs Izbndpos = 0 # Position of z boundary (0: D3Dflow, 1: on net boundary, 2: on specified polyline) Tlfsmo = 0. # Fourier smoothing time (s) on water level boundaries Logprofatubndin = 1 # ubnds inflow: 0=uniform U1, 1 = log U1, 2 = user3D Logprofkepsbndin = 0 # inflow: 0=0 keps, 1 = log keps inflow, 2 = log keps in and outflow Slopedrop2D = 0. # Apply drop losses only if local bed slope > Slopedrop2D, (<=0: no drop losses) Drop1D = 0 # Apply drop losses in 1D (0: no, 1:yes) Drop3D = 1. # Apply droplosses in 3D if z upwind below bob + 2/3 hu*drop3D Chkadvd = 0.1 # Check advection terms if depth < chkadvdp, => less setbacks Trsh_u1Lb = 0. # 2D bedfriction in 3D below this threshold (m) Epshstem = 1.d-3 # Only compute heatflx + evap if depth > epshstem Zwsbtol = 0. # tolerance for zws(kb-1) at bed Teta0 = 0.55 # Theta of time integration (0.5 < theta < 1) Jbasqbnddownwindhs = 0 # 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 # Forester iterations for salinity (0: no vertical filter for salinity, > 0: max nr of iterations) Maxitverticalforestertem = 0 # Forester iterations for temperature (0: no vertical filter for temperature, > 0: max nr of iterations) Turbulencemodel = 3 # Turbulence model (0: none, 1: constant, 2: algebraic, 3: k-epsilon, 4: k-tau) Turbulenceadvection = 3 # Turbulence advection (0: none, 3: horizontally explicit and vertically implicit) Eddyviscositybedfacmax = 0. # Limit eddy viscosity at bed ) AntiCreep = 0 # Include anti-creep calculation (0: no, 1: yes) Maxwaterleveldiff = 0. # upper bound (in m) on water level changes (<= 0: no bounds). Run will abort when violated. Maxvelocitydiff = 0. # upper bound (in m/s) on velocity changes (<= 0: no bounds). Run will abort when violated. Maxvelocity = 0. # upper bound (in m/s) on velocity (<= 0: no bounds). Run will abort when violated. Waterlevelwarn = 0. # warning level (in m) on water level (<= 0: no check). Velocitywarn = 0. # warning level (in m/s) on velocity u1 (<= 0: no check). Velmagnwarn = 0. # warning level (in m/s) on velocity magnitude (<= 0: no check). MinTimestepBreak = 0. # smallest allowed timestep (in s), checked on a sliding average of several timesteps. Run will abort when violated. Epshu = 1.d-4 # Threshold water depth for wet and dry cells SobekDFM_umin = 0. # Minimal velocity treshold for weir losses in Sobek-DFM coupling. SobekDFM_umin_method = 0 # Method for minimal velocity treshold for weir losses in Sobek-DFM coupling. SobekDFM_Minimal_1d2d_Embankment = 1.d-2 # Minimal crest height of 1D2D SOBEK-DFM embankments. sobekDFM_relax = 0.1 # Relaxation factor for SOBEK-DFM coupling algorithm. jaupwindsrc = 1 # 1st-order upwind advection at sources/sinks (1) or higher-order (0) jasfer3D = 0 # corrections for spherical coordinates HorizontalMomentumFilter = 0 # apply horizontal filter (1:explicit, 2,3:implicit) or not (0) checkerboardmonitor = 0 # compute and output checkerboard monitor (1) or not (0) LocSaltLev = 1. # salinity level for case of lock exchange LocSaltMin = 5. # minimum salinity for case of lock exchange LocSaltMax = 10. # maximum salinity for case of lock exchange Numlimdt_baorg = 0 # if previous numlimdt > Numlimdt_baorg keep original cell area ba in cutcell Baorgfracmin = 0. # Cell area = max(orgcellarea*Baorgfracmin, cutcell area) SubsUplUpdateS1 = 0 # Update water levels (S1) due to subsidence / uplift Oceaneddysizefrac = 5.d-2 Oceaneddysize = 0. Oceaneddyamp = 5.d-2 Oceaneddyvel = 0. Oceaneddyyoff = 0. Oceaneddyxoff = 0. [physics] UnifFrictCoef = 50. # Uniform friction coefficient (0: no friction) UnifFrictType = 0 # Uniform friction type (0: Chezy, 1: Manning, 2: White-Colebrook, 3: idem, WAQUA style) UnifFrictCoef1D = 50. # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoef1D2D = 50. # Uniform friction coefficient in 1D links (0: no friction) UnifFrictCoefLin = 0. # Uniform linear friction coefficient (0: no friction) UnifFrictCoef1DgrLay = 5.d-2 # Uniform ground layer friction coefficient for ocean models (m/s) (0: no friction) Umodlin = 1. # Linear friction umod, for ifrctyp=4,5,6 Vicouv = 1. # Uniform horizontal eddy viscosity (m2/s) Dicouv = 1. # Uniform horizontal eddy diffusivity (m2/s) Vicoww = 1.d-6 # Uniform vertical eddy viscosity (m2/s) Dicoww = 1.d-6 # Uniform vertical eddy diffusivity (m2/s) Vicwminb = 0. # Minimum visc in prod and buoyancy term (m2/s) Xlozmidov = 0. # Ozmidov length scale (m), default=0.0, no contribution of internal waves to vertical diffusion Smagorinsky = 0. # Smagorinsky factor in horizontal turbulence, e.g. 0.15 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: Eckart, 2: Unesco, 3: baroclinic case) Ag = 9.81 # Gravitational acceleration TidalForcing = 0 # Tidal forcing, if jsferic=1 (0: no, 1: yes) SelfAttractionLoading = 0 # Self attraction and loading (0=no, 1=yes, 2=only self attraction) SelfAttractionLoading_correct_wl_with_ini = 0 # correct water level with initial water level in Self attraction and loading (0=no, 1=yes) ITcap = 0. # Upper limit on internal tides dissipation (W/m^2) Doodsonstart = 55.565 # TRIWAQ: 55.565, D3D: 57.555 Doodsonstop = 375.575 # TRIWAQ: 375.575, D3D: 275.555 Doodsoneps = 0. # TRIWAQ = 0.0 400 cmps , D3D = 0.03 60 cmps VillemonteCD1 = 1. # Calibration coefficient for Villemonte. Default = 1.0. VillemonteCD2 = 10. # Calibration coefficient for Villemonte. Default = 10.0. Salinity = 0 # Include salinity, (0=no, 1=yes) InitialSalinity = 0. # Uniform initial salinity concentration (ppt) Sal0abovezlev = -999. # Vertical level (m) above which salinity is set 0 DeltaSalinity = -999. # for testcases Salimax = -999. # Limit the salinity Salimin = 0. # Limit the salinity Backgroundsalinity = 30. # Background salinity for eqn. of state (psu) if salinity not computed Backgroundwatertemperature = 20. # Background water temperature for eqn. of state (deg C) if temperature not computed Temperature = 0 # Include temperature (0: no, 1: only transport, 3: excess model of D3D, 5: composite (ocean) model) InitialTemperature = 6. # Uniform initial water temperature (degC) Secchidepth = 1. # Water clarity parameter (m) Stanton = 1.300000003539026E-003# Coefficient for convective heat flux, if negative, Ccon = abs(Stanton)*Cdwind Dalton = 1.300000003539026E-003# Coefficient for evaporative heat flux, if negative, Ceva = abs(Dalton)*Cdwind Tempmax = -999. # Limit the temperature Tempmin = 0. # Limit the temperature Surftempsmofac = 0. # Hor . Smoothing factor for surface water in heatflx comp. (0.0-1.0), 0=no SecondaryFlow = 0 # Secondary flow (0: no, 1: yes) BetaSpiral = 0. # Weight factor of the spiral flow intensity on flow dispersion stresses Equili = 0 # Equilibrium spiral flow intensity (0: no, 1: yes) [sediment] Sedimentmodelnr = 0 # Sediment model nr, (0=no, 1=Krone, 2=SvR2007, 3=E-H, 4=MorphologyModule) Nr_of_sedfractions = 0 # Nr of sediment fractions, (specify the next parameters for each fraction) MxgrKrone = 0 # Highest fraction index treated by Krone Seddenscoupling = 0 # Sed rho coupling (0=no, 1=yes [veg] Vegetationmodelnr = 0 # Vegetation model nr, (0=no, 1=Baptist DFM) Clveg = 0.8 # Stem distance factor, default 0.8 () Cdveg = 0.7 # Stem Cd coefficient , default 0.7 () Cbveg = 0. # Stem stiffness coefficient , default 0.7 () Rhoveg = 0. # Stem Rho, if > 0, -> bouyant stick procedure, default 0.0 () Stemheightstd = 0. # Stem height standard deviation fraction, e.g. 0.1 () Densvegminbap = 0. # Minimum vegetation density in Baptist formula (1/m2) [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 = 6.3d-4 7.23d-3 # Wind drag coefficient break points Windspeedbreakpoints = 0. 100. # Wind speed break points (m/s) Relativewind = 0 # Wind speed relative to top-layer water speed, 1=yes, 0 = no) Windpartialdry = 0 # Reduce windstress on water if link partially dry, only for bedlevtyp=3, 0 = no, 1 = yes = default Rhoair = 1.2 # Air density (kg/m3) PavBnd = 0. # Average air pressure on open boundaries (N/m2) (only applied if > 0) Pavini = 0. # Average air pressure for initial water level correction (N/m2) (only applied if > 0) Stericcorrection = 0 # Steric correction on waterlevel bnds, for which sal + temp should be prescribed [grw] groundwater = 0 # 0=No (horizontal) groundwater flow, 1=With groundwater flow Infiltrationmodel = 0 # Infiltration method (0: No infiltration1: Interception layer2: Constant infiltration capacity3: model unsaturated/saturated (with grw)4: Horton) Hinterceptionlayer = 0. # Intercept this amount of rain (m) UnifInfiltrationCapacity = 0. # Uniform maximum infiltration capacity (m/s) Conductivity = 0. # non dimensionless K conductivity saturated (m/s), Q = K*A*i (m3/s) h_aquiferuni = 20. # bgrw = bl - h_aquiferuni (m), if negative, bgrw = bgrwuni h_unsatini = 0.200000002980232 # initial level groundwater is bedlevel - h_unsatini (m), if negative, sgrw = sgrwini [hydrology] InterceptionModel = 0 # Interception model (0: none, 1: on, via layer thickness) [waves] Wavemodelnr = 0 # Wave model nr. (0: none, 1: fetch/depth limited hurdlestive, 2: Young-Verhagen, 3: SWAN, 5: uniform, 6: SWAN-NetCDF Wavenikuradse = 1.d-2 # Wave friction Nikuradse ks coefficient (m), used in Krone-Swart Rouwav = FR84 # Friction model for wave induced shear stress: FR84 (default) or: MS90, HT91, GM79, DS88, BK67, CJ85, OY88, VR04 Gammax = 1. # Maximum wave height/water depth ratio uorbfac = 1 # Orbital velocities: 0=D3D style; 1=Guza style jahissigwav = 1 # 1: sign wave height on his output; 0: hrms wave height on his output. Default=1. jamapsigwav = 0 # 1: sign wave height on map output; 0: hrms wave height on map output. Default=0 (legacy behaviour). hminlw = 0.2 # Cut-off depth for application of wave forces in momentum balance [time] RefDate = 20201001 # Reference date (yyyymmdd) Tzone = 0. # Time zone assigned to input time series DtUser = 3600. # Time interval (s) for external forcing update DtNodal = 60. # Time interval (s) for updating nodal factors in astronomical boundary conditions DtMax = 600. # Maximal computation timestep (s) Dtfacmax = 1.1 # Max timestep increase factor ( ) DtInit = 1. # Initial computation timestep (s) Timestepanalysis = 0 # 0=no, 1=see file *.steps Autotimestepvisc = 0 # 0 = no, 1 = yes (Time limitation based on explicit diffusive term) AutoTimestepNoStruct = 0 # 0 = no, 1 = yes (Exclude structure links (and neighbours) from time step limitation) AutoTimestepNoQout = 1 # 0 = no, 1 = yes (Exclude negative qin terms from time step limitation) Tunit = S # Time unit for start/stop times (D, H, M or S) TStart = 0. # Start time w.r.t. RefDate (in TUnit) TStop = 86400. # Stop time w.r.t. RefDate (in TUnit) UpdateRoughnessInterval = 86400. # Update interval for time dependent roughness parameters (in s) [restart] RestartFile = # Restart netcdf-file, either *_rst.nc or *_map.nc RestartDateTime = yyyymmddhhmmss # Restart date and time (yyyymmddhhmmss) when restarting from *_map.nc RstIgnoreBl = 0 # Flag indicating whether bed level from restart should be ignored (0=no (default), 1=yes) [external forcing] ExtForceFile = # Old format for external forcings file *.ext, link with tim/cmp-format boundary conditions specification ExtForceFileNew = Flow1D.ext # New format for external forcings file *.ext, link with bc-format boundary conditions specification Rainfall = 0 # Include rainfall, (0=no, 1=yes) QExt = 0 # Include user Qin/out, externally provided, (0=no, 1=yes) Evaporation = 0 # Include evaporation in water balance, (0=no, 1=yes) WindExt = 0 # Include wind, externally provided, (0=no, 1=reserved for EC, 2=yes) [trachytopes] TrtRou = # Include alluvial and vegetation roughness (trachytopes) (Y: yes, N: no) TrtDef = # File (*.ttd) including trachytope definitions TrtL = # File (*.arl) including distribution of trachytope definitions DtTrt = 3600. # Trachytope roughness update time interval (s) TrtMxR = 8 # Maximum recursion level for composite trachytope definitions TrtCll = # Calibration factor file for roughness from trachytopes (see also [calibration] block) TrtMnH = 0.1 # Minimum water depth for roughness computations TrtMth = 1 # Area averaging method, (1=Nikuradse k based, 2=Chezy C based (parallel and serial)) [calibration] UseCalibration = 0 # Activate calibration factor friction multiplier (1 = yes, 0 = no) DefinitionFile = # File (*.cld) including calibration definitions AreaFile = # File (*.cll) including area distribution of calibration definitions [output] OutputDir = # 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 = ObservationPoints.ini# Points file *.xyn with observation stations with rows x, y, station name CrsFile = ObservationPoints_crs.ini# Polyline file *_crs.pli defining observation cross sections RugFile = # Polyline file *_rug.pli defining runup gauges FouFile = # Fourier analysis input file *.fou FouUpdateStep = 0 # Fourier update step type: 0=every user time step, 1=every computational timestep, 2=same as history output. HisFile = # HisFile name *_his.nc MapFile = # MapFile name *_map.nc HisInterval = 3600. 0. 86400. # History times (s), interval, starttime, stoptime (s), if starttime, stoptime are left blank, use whole simulation period XLSInterval = 0. # Interval (s) XLS history MapInterval = 3600. 0. 86400. # Map times (s), interval, starttime, stoptime (s), if starttime, stoptime are left blank, use whole simulation period RstInterval = 0. 0. 86400. # Restart times (s), interval, starttime, stoptime (s), if starttime, stoptime are left blank, use whole simulation period MbaInterval = 0. # Mass balance area output interval (s) MbaWriteCsv = 0 # Write mass balance area output to a csv-file (1: yes, 0: no) MbaLumpFromToMba = 0 # Lump MBA from/to other areas mass balance terms (1: yes, 0: no) MbaLumpBoundaries = 0 # Lump MBA boundary mass balance terms (1: yes, 0: no) MbaLumpSourceSinks = 0 # Lump MBA source/sink mass balance terms (1: yes, 0: no) MbaLumpProcesses = 0 # Lump MBA processes mass balance terms (1: yes, 0: no) WaqOutputDir = # Output directory of WAQ communication files (flowgeom, vol, flo, etc.), default: DFM_DELWAQ_. Set to . for current dir. WaqInterval = 0. 0. 86400. # DELWAQ output times, given as "interval" "start period" "end period" (s) WaqHorAggr = # DELWAQ output horizontal aggregation file (*.dwq) WaqVertAggr = # DELWAQ output vertical aggregation file (*.vag) ClassMapInterval = -999. 0. 86400. # Class map times (s), interval, starttime, stoptime (s), if starttime, stoptime are left blank, use whole simulation period ClassMapFile = # ClassMapFile name *_clm.nc WaterlevelClasses = # Class map's list of class values for water levels WaterDepthClasses = # Class map's list of class values for water depths VelocityMagnitudeClasses = # Class map's list of class values for velocity magnitudes VelocityDirectionClassesInterval = # Class map's step size of class values for velocity direction StatsInterval = -60. # Screen step output interval in seconds simulation time, if negative in seconds wall clock time WriteBalancefile = 0 # Write balance file (1: yes, 0: no) TimingsInterval = 0. # Timings statistics output interval 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. MapFormat = 4 # Map file format, 1: netCDF, 2: Tecplot, 3: netCFD and Tecplot, 4: NetCDF-UGRID NcFormat = 3 # Format for all NetCDF output files (3: classic, 4: NetCDF4+HDF5) NcNoUnlimited = 0 # Write full-length time-dimension instead of unlimited dimension (1: yes, 0: no). (Might require NcFormat=4.) NcNoForcedFlush = 0 # Do not force flushing of map-like files every output timestep (1: yes, 0: no). NcWriteLatLon = 0 # Write extra lat-lon coordinates for all projected coordinate variables in each NetCDF file (for CF-compliancy). Wrihis_balance = 1 # Write mass balance totals to his file (1: yes, 0: no) Wrihis_sourcesink = 1 # Write sources-sinks statistics to his file (1: yes, 0: no) Wrihis_structure_gen = 1 # Write general structure parameters to his file (1: yes, 0: no) Wrihis_structure_dam = 1 # Write dam parameters to his file (1: yes, 0: no) Wrihis_structure_pump = 1 # Write pump parameters to his file (1: yes, 0: no) Wrihis_structure_gate = 1 # Write gate parameters to his file (1: yes, 0: no) Wrihis_structure_weir = 1 # Write weir parameters to his file (1: yes, 0: no) Wrihis_structure_orifice = 1 # Write orifice parameters to his file (1: yes, 0: no) Wrihis_structure_bridge = 1 # Write bridge parameters to his file (1: yes, 0: no) Wrihis_structure_culvert = 1 # Write culvert parameters to his file (1: yes, 0: no) Wrihis_structure_damBreak = 1 # Write dam break parameters to his file (1: yes, 0: no) Wrihis_structure_uniWeir = 1 # Write universal weir parameters to his file (1: yes, 0: no) Wrihis_structure_compound = 1 # Write compound structure parameters to his file (1: yes, 0: no) Wrihis_structure_longculvert = 1 # Write long culvert parameters to his file (1: yes, 0: no) Wrihis_turbulence = 1 # Write k, eps and vicww to his file (1: yes, 0: no) Wrihis_wind = 1 # Write wind velocities to his file (1: yes, 0: no) Wrihis_rain = 1 # Write precipitation to his file (1: yes, 0: no) Wrihis_infiltration = 1 # Write infiltration to his file (1: yes, 0: no) Wrihis_temperature = 0 # Write temperature to his file (1: yes, 0: no) Wrihis_waves = 1 # Write wave data to his file (1: yes, 0: no) Wrihis_heat_fluxes = 0 # Write heat fluxes to his file (1: yes, 0: no) Wrihis_salinity = 0 # Write salinity to his file (1: yes, 0: no) Wrihis_density = 1 # Write density to his file (1: yes, 0: no) Wrihis_waterlevel_s1 = 1 # Write water level to his file (1: yes, 0: no) Wrihis_bedlevel = 1 # Write bed level to his file (1: yes, 0: no) Wrihis_waterdepth = 0 # Write waterd epth to his file (1: yes, 0: no) Wrihis_velocity_vector = 1 # Write velocity vectors to his file (1: yes, 0: no) Wrihis_upward_velocity_component = 0 # Write upward velocity to his file (1: yes, 0: no) Wrihis_sediment = 1 # Write sediment transport to his file (1: yes, 0: no) Wrihis_constituents = 1 # Write tracers to his file (1: yes, 0: no) Wrihis_zcor = 1 # Write vertical coordinates to his file (1: yes, 0: no) Wrihis_lateral = 1 # Write lateral data to his file (1: yes, 0: no) Wrihis_taucurrent = 1 # Write mean bed shear stress to his file (1: yes, 0: no) Wrihis_velocity = 1 # Write velocity magnitude to his file (1: yes, 0: no) Wrihis_discharge = 1 # Write discharge magnitude 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_flow_analysis = 0 # Write flow analysis data to map file (1: yes, 0: no) Wrimap_evaporation = 0 # Write evaporation to map file (1: yes, 0: no) Wrimap_volume1 = 0 # Write volumes to map file (1: yes, 0: no) Wrimap_waterdepth = 1 # Write water depths to map file (1: yes, 0: no) Wrimap_waterdepth_hu = 0 # Write water depths on u-points to map file (1: yes, 0: no) Wrimap_ancillary_variables = 0 # Write ancillary_variables attributes to map file (1: yes, 0: no) Wrimap_flowarea_au = 0 # Write flow areas au 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_velocity_magnitude = 1 # Write cell-center velocity vector magnitude to map file (1: yes, 0: no) Wrimap_velocity_vectorq = 0 # Write cell-center velocity vectors (discharge-based) 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_flow_flux_q1_main = 0 # Write flow flux in main channel 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). (Consider using Wrimap_flow_analysis instead.) 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_rain = 0 # Write rainfall rates to map file (1: yes, 0: no) Wrimap_interception = 0 # Write interception to map file (1: yes, 0: no) Wrimap_wind = 1 # Write wind velocities to map file (1: yes, 0: no) Wrimap_windstress = 0 # Write wind stress to map file (1: yes, 0: no) Writek_CdWind = 1 # Write wind friction coeffs to tek file (1: yes, 0: no) Wrimap_DTcell = 0 # Write time step per cell based on CFL (1: yes, 0: no) Wrimap_wet_waterdepth_threshold = 2.d-5 # Waterdepth threshold above which a grid point counts as 'wet'. Used for Wrimap_time_water_on_ground. Wrimap_time_water_on_ground = 0 # Write cumulative time when water is above ground level to map file, only for 1D nodes (1: yes, 0: no) Wrimap_freeboard = 0 # Write freeboard to map file, only for 1D nodes (1: yes, 0: no) Wrimap_waterdepth_on_ground = 0 # Write waterdepth that is above ground level to map file, only for 1D nodes (1: yes, 0: no) Wrimap_volume_on_ground = 0 # Write volume that is above ground level to map file, only for 1D nodes (1: yes, 0: no) Wrimap_total_net_inflow_1d2d = 0 # Write current total 1d2d net inflow (discharge) and cumulative total 1d2d net inflow (volume) to map file, only for 1D nodes (1: yes, 0: no) Wrimap_total_net_inflow_lateral = 0 # Write current total lateral net inflow (discharge) and cumulative total net lateral inflow (volume) to map file, only for 1D nodes (1: yes, 0: no) Wrimap_water_level_gradient = 0 # Write water level gradient to map file, only on 1D links (1: yes, 0: no) Writepart_domain = 1 # Write partition domain info. for postprocessing Wrishp_crs = 0 # Write grid-snapped cross sections to shapefile (1: yes, 0: no) Wrishp_obs = 0 # Write grid-snapped observation stations to shapefile (1: yes, 0: no) Wrishp_weir = 0 # Write grid-snapped weirs to shapefile (1: yes, 0: no) Wrishp_thd = 0 # Write grid-snapped thin dams to shapefile (1: yes, 0: no) Wrishp_gate = 0 # Write grid-snapped gates to shapefile (1: yes, 0: no) Wrishp_emb = 0 # Write grid-snapped 1d2d embankments to shapefile (1: yes, 0: no) Wrishp_fxw = 0 # Write grid-snapped fixed weirs to shapefile (1: yes, 0: no) Wrishp_src = 0 # Write grid-snapped source-sinks to shapefile (1: yes, 0: no) Wrishp_pump = 0 # Write grid-snapped pumps to shapefile (1: yes, 0: no) Wrishp_dryarea = 0 # Write a shape file for dry areas wrishp_genstruc = 0 # Write a shape file for general structures WriteDFMinterpretedvalues = 0 # Write DFMinterpretedvalues (1: yes, 0: no) WriteDetailedTimers = 0 # Write detailed timers output file (1: yes, 0: no) MapOutputTimeVector = # File (*.mpt) containing fixed map output times (s) w.r.t. RefDate FullGridOutput = 0 # Full grid output mode for layer positions (0: compact, 1: full time-varying grid layer data) EulerVelocities = 0 # Euler velocities output (0: GLM, 1: Euler velocities) Wrirst_bnd = 1 # Write waterlevel, bedlevel and coordinates of boundaries to restart files Wrimap_bnd = 0 # Write boundary points to map file (1: yes, 0: no) Wrimap_Qin = 0 # Write sum of all influxes to map file (1: yes, 0: no) Wrimap_every_dt = 0 # Write output to map file every dt, based on start and stop from MapInterval, 0=no (default), 1=yes [particles] ParticlesFile = ParticlesReleaseFile = AddTracer = 0 # add tracer (1) or not (other) StartTime = 0. # starttime (if >0) TimeStep = 0. # time step (>0) or every computational time step 3Dtype = 0 # 3D type: depth averaged (0) or free surface (1) [processes] SubstanceFile = # substance file AdditionalHistoryOutputFile = # extra history output file StatisticsFile = # statistics file ThetaVertical = 0. # theta vertical for waq DtProcesses = 0. # waq processes time step DtMassBalance = 0. # waq mass balance output time step ProcessFluxIntegration = 1 # Process fluxes integration option (1: WAQ, 2: D-Flow FM) Wriwaqbot3Doutput = 0 # Write 3D water quality bottom variables (1: yes, 0: no) VolumeDryThreshold = 1.d-3 DepthDryThreshold = 1.d-3 ** INFO : ** ** INFO : Modelinit finished at: 11:20:25, 31-01-2022 ** INFO : ** INFO : ** INFO : nr of netnodes ( ) : 151 ** INFO : nr of netlinks ( ) : 150 ** INFO : ** INFO : nr of 2D netlinks ( ) : 0 ** INFO : nr of 1D netlinks ( ) : 150 ** INFO : ** INFO : nr of netcells ( ) : 0 ** INFO : nr of netcells 1D2D ( ) : 151 ** INFO : ** INFO : nr of flownodes ( ) : 154 ** INFO : nr of internal flownodes ( ) : 151 ** INFO : nr of 2D internal flownodes ( ) : 0 ** INFO : nr of 1D internal flownodes ( ) : 151 ** INFO : ** INFO : nr of openbnd cells ( ) : 3 ** INFO : nr of 2D boundaries ( ) : 0 ** INFO : nr of 1D boundaries ( ) : 3 ** INFO : nr of flowlinks ( ) : 153 ** INFO : nr of internal links ( ) : 150 ** INFO : nr of 1D links ( ) : 150 ** INFO : ** INFO : nr of closed walls ( ) : 0 ** INFO : ** INFO : ** INFO : my model area (m2) : 0.1515000000E+04 ** INFO : my model volume (m3) : 0.1515000000E+05 ** INFO : ** INFO : ** INFO : Writing initial output to file(s)... ** INFO : Done writing initial output to file(s). ** INFO : ** INFO : ** INFO : ** INFO : extra timer:Flow geometry 0.2179999352 ** INFO : extra timer:Flow init 0.0780000687 ** INFO : extra timer:MDU file pointer 0.7080001831 ** INFO : extra timer:Remainder 0.0169999599 ** INFO : extra timer:Set boundaries 0.1499996185 ** INFO : extra timer:Sethuau 1.8860027790 ** INFO : extra timer:setdt 0.0440003872 ** INFO : extra timer:Compute advection term 5.3640019894 ** INFO : extra timer:u0u1 0.0319995880 ** INFO : extra timer:Setumod 10.2189998627 ** INFO : extra timer:Set conveyance 2.6890051365 ** INFO : extra timer:Set structures actual parameters 0.0289995670 ** INFO : extra timer:Set bedlevel from ext-file 0.1610000134 ** INFO : extra timer:Init iniFieldFile 0.0280001163 ** INFO : extra timer:step_reduce 15.7909936905 ** INFO : extra timer:Transport 2.6859934330 ** INFO : extra timer:Output 0.1679990292 ** INFO : extra timer:unc_write_his 0.0679988861 ** INFO : extra timer:unc_write_his INIT/DEF 0.0269999504 ** INFO : extra timer:unc_write_flowgeom_filepointer_ugrid 0.0429999828 ** INFO : extra timer:unc_write_map_filepointer_ugrid 0.1690008640 ** INFO : extra timer:unc_write_flowgeom_filepointer_ugrid INI 0.0670001507 ** INFO : extra timer:unc_write_map_filepointer_ugrid TIME wri 0.0810005665 ** INFO : extra timer:unc_write_map_filepointer_ugrid vars 0.0210001469 ** INFO : extra timer:call wrimap 0.2330000401 ** INFO : extra timer:call flow_externaloutput 0.1659989357 ** INFO : extra timer:wrimap unc_create 0.0269999504 ** INFO : extra timer:wrimap nf90_sync 0.0359992981 ** INFO : ** INFO : ** INFO : ** INFO : nr of timesteps ( ) : 13369.0000000000 ** INFO : average timestep (s) : 6.4622288706 ** INFO : nr of setbacks ( ) : 0.0000000000 ** INFO : ** INFO : ** INFO : simulation period (d) : 1.0000000000 ** INFO : total computation time (d) : 0.0004464468 ** INFO : time modelinit (d) : 0.0000201852 ** INFO : time steps (+ plots) (d) : 0.0004262616 ** INFO : ** INFO : simulation period (h) : 24.0000000000 ** INFO : total computation time (h) : 0.0107147222 ** INFO : time modelinit (h) : 0.0004844444 ** INFO : time steps (+ plots) (h) : 0.0102302778 ** INFO : ** INFO : simulation period (s) : 86400.0000000000 ** INFO : total computation time (s) : 38.5729999542 ** INFO : time modelinit (s) : 1.7439999580 ** INFO : time steps (+ plots) (s) : 36.8289999962 ** INFO : ** INFO : ** INFO : time iniexternalforc. (s) : 0.0620000362 ** INFO : ** INFO : time inistep (s) : 20.5960083008 ** INFO : time setumod (s) : 10.1809992790 ** INFO : time furu (s) : 2.6789972782 ** INFO : time solve (s) : 0.3159999847 ** INFO : time gausselimination (s) : 0.0799999999 ** INFO : time gausssubstitution (s) : 0.0500000000 ** INFO : time totalsolve (s) : 0.3500000000 ** INFO : time setexternalforc. (s) : 0.0000000000 ** INFO : time setexternalfbnd. (s) : 0.1049997807 ** INFO : time steps (s) : 36.5620014668 ** INFO : fraction solve/steps ( ) : 0.0086428525 ** INFO : total/(dnt*ndx) (s) : 0.0000187354 ** INFO : av nr of cont. it s1it ( ) : 0.0000747943 ** INFO : time transport [s] : 2.7630000002 ** INFO : time debug [s] : 0.0000000000 ** INFO : ** INFO : ** INFO : ** INFO : Computation started at: 11:20:25, 31-01-2022 ** INFO : Computation finished at: 11:21:02, 31-01-2022 ** INFO : ** INFO : simulation period (h) : 24.0000000000 ** INFO : total time in timeloop (h) : 0.0102302778 ** INFO : MPI : no. ** INFO : OpenMP : yes. #threads max : 2 ** INFO : ** INFO : ** INFO : ** INFO : Opened file : DFM_OUTPUT_Flow1D\Flow1D_numlimdt.xyz ** INFO : Closed file : DFM_OUTPUT_Flow1D\Flow1D_numlimdt.xyz ** INFO :