# SIMONA input file 
# ---------------------------------------------------------------
# Kustzuid (  1,  1) = Kuststrookfijn (694,  1)
# ---------------------------------------------------------------

SET NOECHO

IDENTification
  WAQUA
  EXPERIMENT='kustzuid_v4'   
  MODID='kustzuid_v4'     
  TITLE='kustzuid_v4'                              
  OVERWRITE

#restart
#  sds_rstart = 'SDS-kzv3101004' 
#   exp_restart = 'kzv3101004'
#      nb. exp_restart moet anders zijn dan 1e EXPERIMENT

DEPTH_CONTROL
  ORIENTATION= 'pos_downwards' 


MESH
  GRID
    AREA MMAX= 1950 NMAX= 400
         LATItude= 52.500000 LONGitude= 0.000000               
         ANGLEgrid= 0.000000 COOR_ID= 'RDV' 
    CURVILINEAR
      RGFFILE='../rooster/rgf'   

  POINTS
    INCLUDE FILE='../locaties/points-combi'                     
    INCLUDE FILE='../locaties/points-rivier'                     
    INCLUDE FILE='../locaties/points-rvw-combi'                    
    INCLUDE FILE='../kunstwerken/bar-points'                    
#   INCLUDE FILE='../locaties/points-rvw-proses'

  CURVES
    INCLUDE FILE='../locaties/curves-combi'                      

  BOUNDARIES
    ENCLOSURES
      INCLUDE FILE='../randen/comgrid'     
 
    OPENINGS
      INCLUDE FILE='../randen/openings-combi'                       
    BARRIERS
      INCLUDE FILE='../kunstwerken/bar-def-combi'                    

  BATHYMETRY
    GLOBAL
     DPD_GIVEN
      METH_DPS='MEAN_DPD'
      DEPMULTIPL=1.000000 
      THRESHOLD=0.200000  
      LAYOUT=1
      DEPDEF= 6.00
    LOCAL
      INCLUDE FILE='../bodem/bathymetry-combi'                             
      INCLUDE FILE='../bodem/bathymetry-rivier'                                       
  DRYPOINTS
    DAMPOINTS
      INCLUDE FILE='../schotjes/dampoints-combi'
    CLOSEU
      INCLUDE FILE='../schotjes/closeu-combi'
      INCLUDE FILE='../schotjes/closeu-rivier'
    CLOSEV
      INCLUDE FILE='../schotjes/closev-combi'
      INCLUDE FILE='../schotjes/closev-rivier' 

GENERAL
  DIFFUSION
    GLOBAL
      CONST_VALUES  =      30.00000
      LOCAL
BOX:  MNMN = (    2,    2;  210,  399)  Corner_values = 75.00 75.00 200.0 75.00
BOX:  MNMN = (  211,    2; 1950,  399)  Corner_values = 200.0 200.0 200.0 200.0

 
  PHYSical_parameters
    GRAVity =  9.8130
    WATDENsity = 1023.0
    AIRDENsity = 1.2050

#  SPACE_VAR_WIND
#               WCONVERSIONFACTOR= 1.0
#               WUNIT= ' m/s '
#             CHARNOCK, BETA= 0.032, HEIGHT= 10.0
#               SDS_SVWP= '../wind/scenarios/20041010/hirlam/SDS-20041010'
#               EXP_SVWP= '20041010'
#               CORRECT_BOUND

# end general

FLOW
  PROBLEM
    TIMEFRAME
      DATE   =         ' 1 JAN 2004'
      TSTART =              480.0
      TSTOP  =             3600.0
      TIMEZONE =          'MET' # WINTERTIME
    METHODVARIABLES
      TSTEP         =                0.12500
      ITERCON       =                     16
      ITERMOM       =                      8
      CHECKCONT     =                   'WL'
      ITERACCURVEL  =                0.00100
      ITERACCURWL   =                0.00050
    SMOOTHING
      TLSMOOTH      =                    600
    DRYING
      CHECK_WL      = 'YES'                 
      DEPCRIT       =                0.10000
      UPWIND_ZETA   = 'NO'                     

    FRICTION
      GLOBAL
        TICVAL      =               10.00000
        FORMULA     =             'Manning'
      UDIREC
        GLOBAL
          CONST_VALUES  =       0.02200
        LOCAL
      INCLUDE FILE='../ruwheid/frictionatu-combi'
      INCLUDE FILE='../ruwheid/frictionatu-rivier'
      
      VDIREC
        GLOBAL
          CONST_VALUES  =       0.02200
        LOCAL
      INCLUDE FILE='../ruwheid/frictionatv-combi'
      INCLUDE FILE='../ruwheid/frictionatv-rivier'

    VISCOSITY
      EDDYVISCOSITYCOEFF  =            1.000   

    BARRIERcoefficients
          INCLUDE FILE='../kunstwerken/bar-coef-combi'

  FORCINGS
    INITIAL
      WATLEVEL 
        GLOBAL
          CONST_VALUES = 1.00
        LoCAL
BOX:  MNMN = (    2,    2;  210,  399)  Const_values = 1.500
BOX:  MNMN = (  211,    2; 1950,  399)  Corner_values = 1.500 7.000 7.000 1.500


    BOUNDAries

    INCLUDE FILE='../randen/bound-flow-combi'                        
    INCLUDE FILE='../randvw/flow/harmonic'              

    DISCHarges
      INCLUDE FILE='../randvw/flow/discharge'                    

        BARRIERS
          INCLUDE FILE='../kunstwerken/bar-flow-combi'   

  CHECKPOINTS
    LEVELSTATIONS
#     INCLUDE FILE='../uitvoer/check-wl-combi'    
#     INCLUDE FILE='../uitvoer/check-wl-rivier'   
#     INCLUDE FILE='../uitvoer/check-wl-rvw-proses' 
      INCLUDE FILE='check-points' 
    CURRENTSTATIONS
#     INCLUDE FILE='../uitvoer/check-cur-rvw' 
      INCLUDE FILE='check-points' 
#   USECTions
#     INCLUDE FILE='../uitvoer/check-sectu-rvw' 
    VSECTions
    INCLUDE FILE='../uitvoer/check-sectv-combi'                                  

TRANSPORT
  PROBLEM
    CONSTITUENTS
      CO 1: 
        POLUTANT ='SALINITY'
        PUNIT    =' kg/m**3    '
    SALINITY
      CO 1
    METHODVARIABLES
      THETA= 0.500000
  FORCINGS
    INITIAL
      CONSTITUENTS
        INCLUDE FILE='../initieel/salinity-combi'
        INCLUDE FILE='../initieel/salinity-rivier'                  

   BOUNDaries
    INCLUDE FILE='../randen/bound-trans-combi'       

   DISCHarges
    INCLUDE FILE='../randvw/trans/discharge'                                  

  CHECKPOINTS
    CONSTITUENT_STATIONS
#     INCLUDE FILE='../uitvoer/check-sal-combi'                    
#     INCLUDE FILE='../uitvoer/check-sal-rivier'   
#     INCLUDE FILE='../uitvoer/check-sal-rvw' 
      INCLUDE FILE='check-points' 

DENSITIES
  CEQSTT           =    0.6980
  TEMPWATER        =   10.0000
  RHOREF           =    1.0000
                               
DISPLAY
  OUTLINES
      INCLUDE FILE='../berekeningen/outlines'

SDSOUTput

  MAPS
    TFMAPs =   2880.0, TIMAPs =  120.0, TLMAPs =  3600.00


  HISTories
    TFHISto =  480.0, TIHISto=     10.0
  
# t.b.v. randvoorwaarden uitsnede Westerschelde
# No_Backtransform

# Restart
#   TFrestart =  7200.0, TIrestart =  60.0, TLrestart =  7200.00

# end sdsoutput

PRINToutput

  CONTROL

#   print tijden voor velden:

    TFRAMEStat=(  480.0   30.0,   3600.0) 

# end print


# einde invoer