Keyword list
From MohidWiki
Project  Module  Keyword  Keyword description  Options  Option description 

Base 1  Benthos  PELAGIC_MODEL  Pelagic model name to which ModuleBenthos will be coupled  WaterQuality  
Base 1  Benthos  PELAGIC_MODEL  Pelagic model name to which ModuleBenthos will be coupled  LifeModel  
Base 1  DrainageNetwork  ADVECTION_SCHEME  Numerical Discretization of Advection.  5  CentralDif (Central differences scheme) 
Base 1  DrainageNetwork  ADVECTION_SCHEME  Numerical Discretization of Advection.  1  UpwindOrder1 (Upwind scheme of 1st order) 
Base 1  DrainageNetwork  DIFFUSION_SCHEME  Numerical Discretization of Difusion.  5  CentralDif (Central Differences discretization) 
Base 1  DrainageNetwork  DOWNSTREAM_BOUNDARY  Choose downstream boundary condition  2  ImposedWaterDepth 
Base 1  DrainageNetwork  DOWNSTREAM_BOUNDARY  Choose downstream boundary condition  1  Normal (solves KynematicWave at the outlet) 
Base 1  DrainageNetwork  DOWNSTREAM_BOUNDARY  Choose downstream boundary condition  0  Dam (flow at the outlet = 0.0) 
Base 1  DrainageNetwork  FILE_IN_TIME  Downstream boundary condition evolution  NONE  Constant evolution of downstream boundary condition (constant water depth) 
Base 1  DrainageNetwork  FILE_IN_TIME  Downstream boundary condition evolution  TIMESERIE  Reads a time serie with water depth for downstream boundary condition 
Base 1  DrainageNetwork  HYDRODYNAMIC_APROX  Chooses the hydrodynamic approximation to be solved in the momentum equation  2  DiffusionWave (full St Venant equation except for advection) 
Base 1  DrainageNetwork  HYDRODYNAMIC_APROX  Chooses the hydrodynamic approximation to be solved in the momentum equation  3  DynamicWave (full St Venant equation) 
Base 1  DrainageNetwork  HYDRODYNAMIC_APROX  Chooses the hydrodynamic approximation to be solved in the momentum equation  1  KinematicWave (friction = slope gradient) 
Base 1  DrainageNetwork  INITIALIZATION_METHOD  Choose initialization method for this property.  CONSTANT  Constant initialization of property 
Base 2  Atmosphere  RADIATION_METHOD  Method to compute solar radiation  1  Climatologic solar radiation algorithm 
Base 2  Atmosphere  RADIATION_METHOD  Method to compute solar radiation  2  CEQUALW2 solar radiation algorithm 
Base 2  FillMatrix  FILE_IN_TIME  Defines the kind of reading operation performed in time to modify the field  PROFILE_TIME_SERIE  Read solution from various profiles in time 
Base 2  FillMatrix  FILE_IN_TIME  Defines the kind of reading operation performed in time to modify the field  TIMESERIE  The data is given at a certain location with a time serie. See time series to know about time series file format. File path is given in FILENAME. The number of the column containing needed data of the timeserie file must be indicated in DATA_COLUMN. 
Base 2  FillMatrix  FILE_IN_TIME  Defines the kind of reading operation performed in time to modify the field  NONE  Matrix is not modified from reading values from file 
Base 2  FillMatrix  FILE_IN_TIME  Defines the kind of reading operation performed in time to modify the field  HDF  Reads data from an HDF5 file. There are restrictions regarding file format:
1) The fields stored in the file must correspond to the modeled domain, that is, they must correspond to the same horizontal and vertical grid. 2) In the Grid folder it is required to have the data sets: "Bathimetry", "ConnectionX", "ConnectionY", "Latitude", "Longitude" and "WaterPoints". 3) The name of the fields must be recognised by Mohid (see list of supported names) 4) Time data set must contain as many instants as the field data sets 5) Time data set must also contain dates for a period of the same or greater duration of the simulation. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  PROFILE_TIMESERIE  Read initial field from various profiles. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  BOXES  Initialization by boxes (polygonal subdomains) for which a constant value is specified. Boxes are specified in separate file (path given by FILENAME keyword) blocks that have specific format. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  LAYERS  Initialization by horizontal layers. alues are specified with LAYERS_VALUES keyword. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  TIMESERIE  Reads initial values from a time serie file. If necessary the initial value is interpolated in time. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  CONSTANT  Constant value for all domain. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  HDF  Reads initial field from a HDF file. Field is interpolated in time if necessary. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  PROFILE  Initialization made by vertical profile. Horizontal distribution is considered uniform. Profile must be specified with NDEPTH, DEPTH_PROFILE and PROFILE_VALUES keywords. Layers must no correspond to vertical discretization. The program interpolates the data on the vertical as needed. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  ANALYTIC PROFILE  Initialization made by an analitical vertical profile. 
Base 2  FillMatrix  INITIALIZATION_METHOD  Initial condition data input method.  ASCII_FILE  Initialization with text file. File path given at FILENAME. File format is a griddata file (2D or 3D). In points of the domain where no values are given the DEFAULTVALUE is assumed.
If griddata file is 2D and the domain is 3D, a unique value is assumed for the whole water column. 
Base 2  FillMatrix  PROFILE_TYPE  Type of analitical profile  LINEAR  Profile has a linear format, given by the following expression:
Value = DefaultValue + CoefA * CellDepth / CoefB 
Base 2  FillMatrix  PROFILE_TYPE  Type of analitical profile  EXPONENTIAL  Profile has an exponential format, given by the following expression:
Value = DefaultValue  CoefA * exp( CellDepth / CoefB) 
Base 2  Geometry  FACES_OPTION  Methodology to compute areas between cells  3  Minimum thickness of the adjacent water columns (advanced user option) 
Base 2  Geometry  FACES_OPTION  Methodology to compute areas between cells  2  Average thickness of the adjacent water columns (advised option) 
Base 2  Geometry  INITIALIZATION_METHOD  Type of initialization used in the case of a lagrangian coordinate. This is also the reference coordinate in relation to which the lagrangian coordinate suffers distortion function of the vertical velocity  CARTESIAN  Cartesian type coordinates 
Base 2  Geometry  INITIALIZATION_METHOD  Type of initialization used in the case of a lagrangian coordinate. This is also the reference coordinate in relation to which the lagrangian coordinate suffers distortion function of the vertical velocity  SIGMA  Sigma type coordinates 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  CARTESIANTOP  A Cartesian Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only) 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  LAGRANGIAN  Lagrangian coordinates  moves the upper and
lower faces with the vertical flow velocity. 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  FIXSEDIMENT  Fixed Sediment coordinates 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  FIXSPACING  Fixed Spacing coordinates  used to study flows close to the bottom 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  SIGMA  Sigma coordinates 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  SIGMATOP  A Sigma Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only). Needs Normal Sigma Below 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  HARMONIC  Harmonic coordinates  the horizontal faces close to the surface
expand and collapse depending on the variation of the surface elevation. This coordinate was implemented in the geometry module to simulate reservoirs. 
Base 2  Geometry  TYPE  Type of vertical coordinate of the domain  CARTESIAN  Cartesian coordinates 
Base 2  Interpolation  KERNEL_TYPE  Type of kernel used in the convolution interpolations  Exponential  
Base 2  Interpolation  KERNEL_TYPE  Type of kernel used in the convolution interpolations  Gaussian  
Base 2  Interpolation  METHODOLOGY  The methodology used in the interpolation process  1  Conservative convolution 
Base 2  Interpolation  METHODOLOGY  The methodology used in the interpolation process  2  NonConservative convolution 
Base 2  Interpolation  METHODOLOGY  The methodology used in the interpolation process  4  Bilinear 
Base 2  Interpolation  METHODOLOGY  The methodology used in the interpolation process  5  Spline 2D 
Base 2  Interpolation  METHODOLOGY  The methodology used in the interpolation process  6  Inverse weight 
Base 2  Interpolation  METHODOLOGY  The methodology used in the interpolation process  3  Triangulation 
Base 2  Interpolation  NC_TYPE  Cheks what class of NonConservative convolution process to use  2  Smoothes the field using the PHI value 
Base 2  Interpolation  NC_TYPE  Cheks what class of NonConservative convolution process to use  3  Data 
Base 2  Interpolation  NC_TYPE  Cheks what class of NonConservative convolution process to use  1  User defined kernel for the NonConservative convolution 
Land  Runoff  ROUTING  The overland flow routing method. Possible values:
1  Manning 2  Chezy 
2  Chezy Equation 
Land  Runoff  ROUTING  The overland flow routing method. Possible values:
1  Manning 2  Chezy 
1  Manning Equation 
Water  Assimilation  DIMENSION  Number of dimensions of the assimilation field  3  ThreeDimensional property 
Water  Assimilation  DIMENSION  Number of dimensions of the assimilation field  2  TwoDimensional property 
Water  Assimilation  TYPE_ZUV  Reference of the field to the grid.  U  Variable is referenced to the XX faces of the control volume 
Water  Assimilation  TYPE_ZUV  Reference of the field to the grid.  Z  Variable is defined in the center of the control volume 
Water  Assimilation  TYPE_ZUV  Reference of the field to the grid.  V  Variable is referenced to the YY faces of the control volume 
Water  Assimilation  TYPE_ZUV  Reference of the field to the grid.  V  Variable is referenced to the YY faces of the control volume 
Water  Assimilation  TYPE_ZUV  Reference of the field to the grid.  U  Variable is referenced to the XX faces of the control volume 
Water  Assimilation  TYPE_ZUV  Reference of the field to the grid.  Z  Variable is defined in the center of the control volume

Water  FreeVerticalMovement  FREEVERT_IMPEXP_ADV  Coeficient to compute vertical movement through implicit or explicit methods  1.0  Explicit 
Water  FreeVerticalMovement  FREEVERT_IMPEXP_ADV  Coeficient to compute vertical movement through implicit or explicit methods  0.0  Implicit 
Water  FreeVerticalMovement  WS_TYPE  Method to compute settling velocity  1  Prescribe a constant settling velocity for particulate property 
Water  FreeVerticalMovement  WS_TYPE  Method to compute settling velocity  2  Compute settling velocity as function of cohesive sediment concentration 
Water  Hydrodynamic  BAROCLINIC_RADIATION  Check if the user wants to radiate internal tides  0  No radiation 
Water  Hydrodynamic  BAROCLINIC_RADIATION  Check if the user wants to radiate internal tides  2  Vertical 
Water  Hydrodynamic  BAROCLINIC_RADIATION  Check if the user wants to radiate internal tides  1  Horizontal 
Water  Hydrodynamic  CYCLIC_DIRECTION  Check along which direction the user wants to impose a CYCLIC boundary condition  DirectionY_  Direction Y 
Water  Hydrodynamic  CYCLIC_DIRECTION  Check along which direction the user wants to impose a CYCLIC boundary condition  DirectionX_  Direction x 
Water  Hydrodynamic  CYCLIC_DIRECTION  Check along which direction the user wants to impose a CYCLIC boundary condition  DirectionXY_  Directions X and Y 
Water  Hydrodynamic  DISCRETIZATION  Check what type of implicit discretization in time is choose for the global equations  1  Abbott Scheme  4 equations per iteration 
Water  Hydrodynamic  DISCRETIZATION  Check what type of implicit discretization in time is choose for the global equations  2  Leendertse Scheme  6 equations per iteration 
Water  Hydrodynamic  EVOLUTION  Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.  Residual_hydrodynamic  Residual hydrodynamic 
Water  Hydrodynamic  EVOLUTION  Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.  No_hydrodynamic  No hydrodynamic 
Water  Hydrodynamic  EVOLUTION  Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.  Read_File  Read file 
Water  Hydrodynamic  EVOLUTION  Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.  Solve_Equations  Solve equations 
Water  Hydrodynamic  EVOLUTION  Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.  Vertical1D  1D vertical model of the water column. Only coriolis and wind stress. Neuman conditions of horizontal null gradient are imposed for velocities and water level. 
Water  Hydrodynamic  IMPLICIT_VERTADVECTION  Check if the vertical advection is implicit  0.0  Explicit 
Water  Hydrodynamic  IMPLICIT_VERTADVECTION  Check if the vertical advection is implicit  0.5  Hybrid for option in (0.0, 1.0) 
Water  Hydrodynamic  IMPLICIT_VERTADVECTION  Check if the vertical advection is implicit  1.0  Implicit 
Water  Hydrodynamic  IMPLICIT_VERTDIFFUSION  Check if the vertical advection is implicit  1.0  Implicit 
Water  Hydrodynamic  IMPLICIT_VERTDIFFUSION  Check if the vertical advection is implicit  0.5  Hybrid for option in (0.0, 1.0) 
Water  Hydrodynamic  IMPLICIT_VERTDIFFUSION  Check if the vertical advection is implicit  0.0  Explicit 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  4  Gauge 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  1  No local solution 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  2  Submodel 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  5  AssimilaPlusSubModel 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  7  AssimilaGaugeSubModel 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  6  GaugePlusSubModel 
Water  Hydrodynamic  LOCAL_SOLUTION  Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions  3  AssimilationField 
Water  Hydrodynamic  RADIATION  Checks if the user wants to impose the Flather 1974 radiation boundary condition or other  0  No Radiation 
Water  Hydrodynamic  RADIATION  Checks if the user wants to impose the Flather 1974 radiation boundary condition or other  1  FlatherWindWave_ 
Water  Hydrodynamic  RADIATION  Checks if the user wants to impose the Flather 1974 radiation boundary condition or other  3  BlumbergKantha_ 
Water  Hydrodynamic  RADIATION  Checks if the user wants to impose the Flather 1974 radiation boundary condition or other  2  FlatherLocalSolution_ 
Water  Hydrodynamic  UP_CENTER  Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme  0.0  Centred differences 
Water  Hydrodynamic  UP_CENTER  Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme  0.5  Hybrid for option in (0,1) 
Water  Hydrodynamic  UP_CENTER  Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme  1.0  Upstream 
Water  Hydrodynamic  VELNORMALBOUNDARY  Checks the velocities the user want to impose in the exterior faces  2  null gradient 
Water  Hydrodynamic  VELNORMALBOUNDARY  Checks the velocities the user want to impose in the exterior faces  1  null value 
Water  Hydrodynamic  VELTANGENTIALBOUNDARY  Checks the velocities the user want to impose between two boundary points  1  null value 
Water  Hydrodynamic  VELTANGENTIALBOUNDARY  Checks the velocities the user want to impose between two boundary points  2  null gradient 
Water  Hydrodynamic  WIND  Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute  1  wind forcing 
Water  Hydrodynamic  WIND  Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute  2  wind forcing with a smooth start 
Water  Hydrodynamic  WIND  Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute  0  No wind forcing 
Water  HydrodynamicFile  BAT_INTEGRATION_TYPE  It is posible to calculate the new bathymetry (spacial integration) using two different options  MaxVal_Type  Each new integrated cell has the maximum value of the cells used to do the integration of that cell 
Water  HydrodynamicFile  BAT_INTEGRATION_TYPE  It is posible to calculate the new bathymetry (spacial integration) using two different options  MeanVal_Type  The depth of the integrated cell is obtained by the average of the cells used to do the integration of that cell. 
Water  HydrodynamicFile  IN_FILE_TYPE  Input File Type  BeginEnd_type  
Water  HydrodynamicFile  IN_FILE_TYPE  Input File Type  M2_Tide_type  
Water  HydrodynamicFile  IN_FILE_VERSION  Input File Version  2  
Water  HydrodynamicFile  IN_FILE_VERSION  Input File Version  1  Only available if LOAD_TO_MEMORY = 0 
Water  HydrodynamicFile  OUT_FILE_VERSION  Controls the version of the output file  2  
Water  HydrodynamicFile  OUT_FILE_VERSION  Controls the version of the output file  1  
Water  Jet  LOCAL_TYPE  Methodology to define the ambient variables  UNIFORM  Uniform water colum 
Water  Jet  LOCAL_TYPE  Methodology to define the ambient variables  FIELD3D  3D field generated by the MOHID system 
Water  Jet  LOCAL_TYPE  Methodology to define the ambient variables  LINEAR  Water column where the density and velocity have a linear profile 
Water  Jet  PARAMETERIZATION  Parametrization used to simulate the entrainmenet process  CORJET  Parameterization based on CORJET model 
Water  Jet  PARAMETERIZATION  Parametrization used to simulate the entrainmenet process  JETLAG  Parameterization based on JETLAG model 
Water  Lagrangian  ACCIDENT_METHOD  The how to distribute initially the particles if the emission type is accident  2  The "Thickness" option 
Water  Lagrangian  ACCIDENT_METHOD  The how to distribute initially the particles if the emission type is accident  1  The "Fay" option 
Water  Lagrangian  DENSITY_METHOD  Way to calculate particle density  3  Constant 
Water  Lagrangian  DENSITY_METHOD  Way to calculate particle density  1  Leendertse 
Water  Lagrangian  DENSITY_METHOD  Way to calculate particle density  2  UNESCO 
Water  Lagrangian  EMISSION_SPATIAL  The type of spatial emission.  Point  Emission at a single point 
Water  Lagrangian  EMISSION_SPATIAL  The type of spatial emission.  Accident  Emission as accident 
Water  Lagrangian  EMISSION_SPATIAL  The type of spatial emission.  Box  Emission from a Box 
Water  Lagrangian  EMISSION_TEMPORAL  The type of temporal emission  Continuous  Continuous emission 
Water  Lagrangian  EMISSION_TEMPORAL  The type of temporal emission  Instantaneous  Instantaneous emission 
Water  Lagrangian  MOVEMENT  The type of particle aleatory horizontal movement  NotRandom  Do not consider any aleatory horizontal component 
Water  Lagrangian  MOVEMENT  The type of particle aleatory horizontal movement  SullivanAllen  Parameterization based on Sullivan Allen formulation 
Water  Lagrangian  MOVING_ORIGIN_UNITS  The Units in which the moving origin position is given  Meters  The units are meters 
Water  Lagrangian  MOVING_ORIGIN_UNITS  The Units in which the moving origin position is given  Cells  The units are given as cells 
Water  Lagrangian  OUTPUT_CONC  Output Integration Type
1  Maximum 2  Average 
2  Uses average values for integration 
Water  Lagrangian  OUTPUT_CONC  Output Integration Type
1  Maximum 2  Average 
1  Uses maximum values for integration 
Water  Lagrangian  SEDIMENTATION  Sedimentation type.  Imposed  
Water  Lagrangian  SEDIMENTATION  Sedimentation type.  Stokes  
Water  Lagrangian  T90_VAR_METHOD_1  Method to compute T90 function.  1  Fecal decay according to Canteras et al. (1995) 
Water  Lagrangian  T90_VAR_METHOD_1  Method to compute T90 function.  2  Fecal decay according to Chapra (1997) 
Water  Lagrangian  TURB_V  Vertical turbulence parameterization  Profile  Parameterization based on the velocity profile 
Water  Lagrangian  TURB_V  Vertical turbulence parameterization  Constant  Constant Parameterization 
Water  Lagrangian  VOLUME_INCREASE  The way volume increase is calculated  Velocity  The doublication occour after the time given by TVOL200, but also depends on the local velocity 
Water  Lagrangian  VOLUME_INCREASE  The way volume increase is calculated  Double  The doublication occour after the time given by TVOL200 
Water  Oil  DISPERSIONMETHOD  Method for Dispersion  Delvigne  Dispersion parameterized with Delvigne formulation 
Water  Oil  DISPERSIONMETHOD  Method for Dispersion  Mackay  Dispersion parameterized with Mackay formulation 
Water  Oil  EMULSIFICATIONMETHOD  Method for Emulsification  Mackay  Emulsification parameterized following Mackay formulation 
Water  Oil  EMULSIFICATIONMETHOD  Method for Emulsification  Rasmussen  Emulsification parameterized following Rasmussen formulation 
Water  Oil  EVAPORATIONMETHOD  Method for Evaporation  EvaporativeExposure  Evaporation computed with evaporative exposure method 
Water  Oil  EVAPORATIONMETHOD  Method for Evaporation  PseudoComponents  Evaporation computed with pseudocomponents method 
Water  Oil  EVAPORATIONMETHOD  Method for Evaporation  Fingas  Evaporation computed with Fingas formulations 
Water  Oil  FINGAS_EVAP_EQTYPE  Evaporation Equation Type  SquareRoot  Square Root Equation Type for Evaporation 
Water  Oil  FINGAS_EVAP_EQTYPE  Evaporation Equation Type  Logarithmic  Logarithmic Equation Type for Evaporation 
Water  Oil  OILTYPE  Oil Type  Crude  Crude Oil 
Water  Oil  OILTYPE  Oil Type  Refined  Refined oil 
Water  Oil  SPREADINGMETHOD  Method for Spreading  Fay  Mechanical spreading simply based on Fay theory 
Water  Oil  SPREADINGMETHOD  Method for Spreading  ThicknessGradient  Oil mechanical spreading based on thickness gradients, parameterized with fay theory 
Water  SedimentProperties  DIFFUSION_METHOD  Method to compute diffusion coefficeient correction for the sediments. 1  Berner, 1980 ; 2  Soetaert, 1996  1  Berner, 1980 
Water  SedimentProperties  DIFFUSION_METHOD  Method to compute diffusion coefficeient correction for the sediments. 1  Berner, 1980 ; 2  Soetaert, 1996  2  Soetaert, 1996 
Water  Turbulence  MLD_Method  3  Maximum value of BruntVaisalla frequency (N)  
Water  Turbulence  MLD_Method  2  Richardson number (Ri) superior to a critical value.  
Water  Turbulence  MLD_Method  1  Turbulent kinetic energy (TKE) inferior to a predefined minimum.  
Water  Turbulence  MODTURB  Vertical eddy viscosity model  file2D  Vertical viscosity is specified using an ASCII file containing grid data. The file is defined in the block: begin_viscosity_v/end_viscosity_v. Use of this block is specified in the FillMatrix module (Mohid Base 2 project) 
Water  Turbulence  MODTURB  Vertical eddy viscosity model  constant  Constant eddy viscosity model. Viscosity value is specified with keyword "VISCOSITY_V". Typical values for real (ocean or estuaries) are in the range 0.1  10, depending on vertical length scale and vertical grid spacing. 
Water  Turbulence  MODTURB  Vertical eddy viscosity model  nihoul  Uses Nihoul turbulence scheme. 
Water  Turbulence  MODTURB  Vertical eddy viscosity model  leendertsee  Uses Leendertsee turbulence scheme. 
Water  Turbulence  MODTURB  Vertical eddy viscosity model  pacanowski  Uses Pacanowski turbulence scheme. 
Water  Turbulence  MODTURB  Vertical eddy viscosity model  turbulence_equation  Uses a turbulence equation for closure. This is only to be used with GOTM module. 
Water  Turbulence  MODTURB  Vertical eddy viscosity model  backhaus  Uses Backhaus turbulence scheme. 
Water  Turbulence  MODVISH  Horizontal eddy viscosity model.  file2D  Horizontal viscosity is specified using an ASCII file containing grid data. The file is defined in the block: begin_viscosity_v/end_viscosity_v. Use of this block is specified in the FillMatrix module (Mohid Base 2 project)

Water  Turbulence  MODVISH  Horizontal eddy viscosity model.  smagorinsky  Smagorinsky turbulence scheme. 
Water  Turbulence  MODVISH  Horizontal eddy viscosity model.  estuary  
Water  Turbulence  MODVISH  Horizontal eddy viscosity model.  constant  Constant horizontal viscosity 
Water  WaterProperties  ADV_METHOD_H  Horizontal advection discretization.  1  UpwindOrder1 
Water  WaterProperties  ADV_METHOD_H  Horizontal advection discretization.  4  P2_TVD 
Water  WaterProperties  ADV_METHOD_H  Horizontal advection discretization.  5  CentralDif 
Water  WaterProperties  ADV_METHOD_H  Horizontal advection discretization.  2  UpwindOrder2 
Water  WaterProperties  ADV_METHOD_H  Horizontal advection discretization.  3  UpwindOrder3 
Water  WaterProperties  ADV_METHOD_V  Vertical advection discretization.  1  UpwindOrder1 
Water  WaterProperties  ADV_METHOD_V  Vertical advection discretization.  3  UpwindOrder3 
Water  WaterProperties  ADV_METHOD_V  Vertical advection discretization.  4  P2_TVD 
Water  WaterProperties  ADV_METHOD_V  Vertical advection discretization.  2  UpwindOrder2 
Water  WaterProperties  ADV_METHOD_V  Vertical advection discretization.  5  CentralDif 
Water  WaterProperties  ADVECTION_H_IMP_EXP  Horizontal advection computed using a implicit/explicit discretization for this property.  1  Explicit discretization 
Water  WaterProperties  ADVECTION_H_IMP_EXP  Horizontal advection computed using a implicit/explicit discretization for this property.  0  Implicit discretization 
Water  WaterProperties  ADVECTION_V_IMP_EXP  Vertical advection computed using a implicit/explicit discretization for this property.  1  Explicit discretization. 
Water  WaterProperties  ADVECTION_V_IMP_EXP  Vertical advection computed using a implicit/explicit discretization for this property.  0  Implicit discretization. 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  3  VerticalDiffusion 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  8  CyclicBoundary 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  6  Orlanski 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  1  MassConservation 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  4  NullGradient 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  5  SubModel 
Water  WaterProperties  BOUNDARY_CONDITION  Boundary condition for this property.  2  ImposedValue 
Water  WaterProperties  BOUNDARY_INITIALIZATION  Processes considered to initialize the boundary values of this property  EXTERIOR  A value exterior to the domain is be imposed (a constant value). 
Water  WaterProperties  BOUNDARY_INITIALIZATION  Processes considered to initialize the boundary values of this property  INTERIOR  Boundaries equal to the values given
in the same cells during the domain initialization. 
Water  WaterProperties  DECAY_TIME  Decay time of this property in the boundary.  0  Property value at the boundary remains constant. 
Water  WaterProperties  DENSITY_METHOD  Method to compute water density  1  Leendertse 
Water  WaterProperties  DENSITY_METHOD  Method to compute water density  2  UNESCO (insitu temperature) 
Water  WaterProperties  DENSITY_METHOD  Method to compute water density  3  Linear 
Water  WaterProperties  DENSITY_METHOD  Method to compute water density  5  Jackett and McDougall 1995 
Water  WaterProperties  DENSITY_METHOD  Method to compute water density  4  Mellor 1996 
Water  WaterProperties  DIFFUSION_V_IMP_EXP  Vertical diffusion computed using a implicit/explicit discretization for this property.  1  Explicit discretization. 
Water  WaterProperties  DIFFUSION_V_IMP_EXP  Vertical diffusion computed using a implicit/explicit discretization for this property.  0  Implicit discretization. 
Water  WaterProperties  DOSAT_TYPE  Method to compute dissolved oxygen saturation  1  Apha 
Water  WaterProperties  DOSAT_TYPE  Method to compute dissolved oxygen saturation  2  Henry 
Water  WaterProperties  DOSAT_TYPE  Method to compute dissolved oxygen saturation  3  Mortimer 
Water  WaterProperties  TVD_LIMIT_H  Horizontal TVD limitation  1  MinMod 
Water  WaterProperties  TVD_LIMIT_H  Horizontal TVD limitation  5  PDM 
Water  WaterProperties  TVD_LIMIT_H  Horizontal TVD limitation  3  Muscl 
Water  WaterProperties  TVD_LIMIT_H  Horizontal TVD limitation  4  Superbee 
Water  WaterProperties  TVD_LIMIT_H  Horizontal TVD limitation  2  VanLeer 
Water  WaterProperties  TVD_LIMIT_V  Vertical TVD limitation  2  VanLeer 
Water  WaterProperties  TVD_LIMIT_V  Vertical TVD limitation  3  Muscl 
Water  WaterProperties  TVD_LIMIT_V  Vertical TVD limitation  4  Superbee 
Water  WaterProperties  TVD_LIMIT_V  Vertical TVD limitation  1  MinMod 
Water  WaterProperties  TVD_LIMIT_V  Vertical TVD limitation  5  PDM 