# Generated on 09:46:08, 18-04-2012
# Deltares, D-Flow FM Version 1.1.33.21941M, Apr 17 2012, 14:48:57

[model]
Program          = D-Flow FM
Version          = 1.1.33.21941M
AutoStart        = 0                   # Autostart simulation after loading MDU or not (0=no, 1=autostart, 2=autostartstop).

[geometry]
NetFile          = hex7_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
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
Kmx              = 10                  # Max nr of vertical layers
Layertype        = 1                   # 1= all sigma, 2 = all z, 3 = left sigma, 4 = left z


[numerics]
CFLMax           = 0.7                 # Max. Courant nr.
CFLWaveFrac      = 0.                  # Wave velocity fraction, total courant vel = u + cflw*wavevelocity
AdvecType        = 1                   # 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
Limtypsa         = 0                   # Limiter type for salinity transport,           0=no, 1=minmod,2=vanLeer,3=Kooren,4=Monotone Central
Izbndpos         = 1                   # Position of z boundary, 0=D3Dflow, 1=on net boundary, 2 = on specifiend polyline
Hdam             = 0.                  # Threshold for minimum bottomlevel step at which to apply energy conservation factor i.c. flow contraction

[physics]
UnifFrictCoef    = 2.8d-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)

[time]
RefDate          = 19920831            # Reference date (yyyymmdd)
Tunit            = H                   # Time units in MDU (H, M or S)
DtUser           = 30.                 # User timestep in seconds (interval for external forcing update)
DtMax            = 30.                 # 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            = 10.                 # Stop  time w.r.t. RefDate (in TUnit)

[external forcing]
ExtForceFile     =                     # *.ext
ExtForceFileNew  = tang_new.ext        # *.extew style 

[output]
ObsFile          =                     # *.xyn Coords+name of observation stations.
CrsFile          =                     # *_crs.pli Polyline(s) definining cross section(s).
HisFile          =                     # *_his.nc History file in NetCDF format.
HisInterval      = 30.                 # 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      = 300.                # Interval (s) between map file outputs
RstInterval      = 86400.              # Interval (s) between map file outputs
WaqFileBase      = tang                # 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      =                     # Directory where snapshots/screendumps are saved.