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 sub-domains) 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 | Three-Dimensional property |
| Water | Assimilation | DIMENSION | Number of dimensions of the assimilation field | 2 | Two-Dimensional 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 Brunt-Vaisalla 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 (in-situ 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 |
