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Difference between revisions of "Keyword list"

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Line 9: Line 9:
 
! scope="col" |Option description
 
! scope="col" |Option description
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleBenthos
+
|Benthos
 
|PELAGIC_MODEL
 
|PELAGIC_MODEL
 
|Pelagic model name to which ModuleBenthos will be coupled
 
|Pelagic model name to which ModuleBenthos will be coupled
Line 16: Line 16:
 
|
 
|
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleBenthos
+
|Benthos
 
|PELAGIC_MODEL
 
|PELAGIC_MODEL
 
|Pelagic model name to which ModuleBenthos will be coupled
 
|Pelagic model name to which ModuleBenthos will be coupled
Line 23: Line 23:
 
|
 
|
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|ADVECTION_SCHEME
 
|ADVECTION_SCHEME
 
|Numerical Discretization of Advection.
 
|Numerical Discretization of Advection.
Line 30: Line 30:
 
|CentralDif (Central differences scheme)
 
|CentralDif (Central differences scheme)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|ADVECTION_SCHEME
 
|ADVECTION_SCHEME
 
|Numerical Discretization of Advection.
 
|Numerical Discretization of Advection.
Line 37: Line 37:
 
|UpwindOrder1 (Upwind scheme of 1st order)
 
|UpwindOrder1 (Upwind scheme of 1st order)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|DIFFUSION_SCHEME
 
|DIFFUSION_SCHEME
 
|Numerical Discretization of Difusion.
 
|Numerical Discretization of Difusion.
Line 44: Line 44:
 
|CentralDif (Central Differences discretization)
 
|CentralDif (Central Differences discretization)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|DOWNSTREAM_BOUNDARY
 
|DOWNSTREAM_BOUNDARY
 
|Choose downstream boundary condition
 
|Choose downstream boundary condition
Line 51: Line 51:
 
|ImposedWaterDepth
 
|ImposedWaterDepth
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|DOWNSTREAM_BOUNDARY
 
|DOWNSTREAM_BOUNDARY
 
|Choose downstream boundary condition
 
|Choose downstream boundary condition
Line 58: Line 58:
 
|Normal (solves KynematicWave at the outlet)
 
|Normal (solves KynematicWave at the outlet)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|DOWNSTREAM_BOUNDARY
 
|DOWNSTREAM_BOUNDARY
 
|Choose downstream boundary condition
 
|Choose downstream boundary condition
Line 65: Line 65:
 
|Dam (flow at the outlet = 0.0)
 
|Dam (flow at the outlet = 0.0)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|FILE_IN_TIME
 
|FILE_IN_TIME
 
|Downstream boundary condition evolution
 
|Downstream boundary condition evolution
Line 72: Line 72:
 
|Constant evolution of downstream boundary condition (constant water depth)
 
|Constant evolution of downstream boundary condition (constant water depth)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|FILE_IN_TIME
 
|FILE_IN_TIME
 
|Downstream boundary condition evolution
 
|Downstream boundary condition evolution
Line 79: Line 79:
 
|Reads a time serie with water depth for downstream boundary condition
 
|Reads a time serie with water depth for downstream boundary condition
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|HYDRODYNAMIC_APROX
 
|HYDRODYNAMIC_APROX
 
|Chooses the hydrodynamic approximation to be solved in the momentum equation
 
|Chooses the hydrodynamic approximation to be solved in the momentum equation
Line 86: Line 86:
 
|DiffusionWave (full St Venant equation except for advection)
 
|DiffusionWave (full St Venant equation except for advection)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|HYDRODYNAMIC_APROX
 
|HYDRODYNAMIC_APROX
 
|Chooses the hydrodynamic approximation to be solved in the momentum equation
 
|Chooses the hydrodynamic approximation to be solved in the momentum equation
Line 93: Line 93:
 
|DynamicWave (full St Venant equation)
 
|DynamicWave (full St Venant equation)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|HYDRODYNAMIC_APROX
 
|HYDRODYNAMIC_APROX
 
|Chooses the hydrodynamic approximation to be solved in the momentum equation
 
|Chooses the hydrodynamic approximation to be solved in the momentum equation
Line 100: Line 100:
 
|KinematicWave (friction = slope gradient)
 
|KinematicWave (friction = slope gradient)
 
|-
 
|-
|Mohid Base 1
+
| Base 1
|ModuleDrainageNetwork
+
|DrainageNetwork
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Choose initialization method for this property.
 
|Choose initialization method for this property.
Line 107: Line 107:
 
|Constant initialization of property
 
|Constant initialization of property
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleAtmosphere
+
|Atmosphere
 
|RADIATION_METHOD
 
|RADIATION_METHOD
 
|Method to compute solar radiation
 
|Method to compute solar radiation
Line 114: Line 114:
 
|Climatologic solar radiation algorithm
 
|Climatologic solar radiation algorithm
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleAtmosphere
+
|Atmosphere
 
|RADIATION_METHOD
 
|RADIATION_METHOD
 
|Method to compute solar radiation
 
|Method to compute solar radiation
Line 121: Line 121:
 
|CEQUALW2 solar radiation algorithm
 
|CEQUALW2 solar radiation algorithm
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|FILE_IN_TIME
 
|FILE_IN_TIME
 
|Defines the kind of reading operation performed in time to modify the field  
 
|Defines the kind of reading operation performed in time to modify the field  
Line 128: Line 128:
 
|Read solution from various profiles in time
 
|Read solution from various profiles in time
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|FILE_IN_TIME
 
|FILE_IN_TIME
 
|Defines the kind of reading operation performed in time to modify the field  
 
|Defines the kind of reading operation performed in time to modify the field  
Line 135: Line 135:
 
|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.
 
|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.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|FILE_IN_TIME
 
|FILE_IN_TIME
 
|Defines the kind of reading operation performed in time to modify the field  
 
|Defines the kind of reading operation performed in time to modify the field  
Line 142: Line 142:
 
|Matrix is not modified from reading values from file
 
|Matrix is not modified from reading values from file
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|FILE_IN_TIME
 
|FILE_IN_TIME
 
|Defines the kind of reading operation performed in time to modify the field  
 
|Defines the kind of reading operation performed in time to modify the field  
Line 155: Line 155:
  
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 162: Line 162:
 
|Read initial field from various profiles.
 
|Read initial field from various profiles.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 169: Line 169:
 
|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.
 
|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.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 176: Line 176:
 
|Initialization by horizontal layers. alues are specified with LAYERS_VALUES keyword.
 
|Initialization by horizontal layers. alues are specified with LAYERS_VALUES keyword.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 183: Line 183:
 
|Reads initial values from a time serie file. If necessary the initial value is interpolated in time.
 
|Reads initial values from a time serie file. If necessary the initial value is interpolated in time.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 190: Line 190:
 
|Constant value for all domain.
 
|Constant value for all domain.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 197: Line 197:
 
|Reads initial field from a HDF file. Field is interpolated in time if necessary.
 
|Reads initial field from a HDF file. Field is interpolated in time if necessary.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 204: Line 204:
 
|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.
 
|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.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 211: Line 211:
 
|Initialization made by an analitical vertical profile.
 
|Initialization made by an analitical vertical profile.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|INITIALIZATION_METHOD
 
|INITIALIZATION_METHOD
 
|Initial condition data input method.  
 
|Initial condition data input method.  
Line 219: Line 219:
 
If griddata file is 2D and the domain is 3D, a unique value is assumed for the whole water column.
 
If griddata file is 2D and the domain is 3D, a unique value is assumed for the whole water column.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|PROFILE_TYPE
 
|PROFILE_TYPE
 
|Type of analitical profile
 
|Type of analitical profile
Line 227: Line 227:
 
Value = DefaultValue + CoefA * CellDepth / CoefB
 
Value = DefaultValue + CoefA * CellDepth / CoefB
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleFillMatrix
+
|FillMatrix
 
|PROFILE_TYPE
 
|PROFILE_TYPE
 
|Type of analitical profile
 
|Type of analitical profile
Line 235: Line 235:
 
  Value = DefaultValue - CoefA * exp(- CellDepth / CoefB)
 
  Value = DefaultValue - CoefA * exp(- CellDepth / CoefB)
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|FACES_OPTION
 
|FACES_OPTION
 
|Methodology to compute areas between cells
 
|Methodology to compute areas between cells
Line 242: Line 242:
 
|Minimum thickness of the adjacent water columns (advanced user option)
 
|Minimum thickness of the adjacent water columns (advanced user option)
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|FACES_OPTION
 
|FACES_OPTION
 
|Methodology to compute areas between cells
 
|Methodology to compute areas between cells
Line 249: Line 249:
 
|Average thickness of the adjacent water columns (advised option)
 
|Average thickness of the adjacent water columns (advised option)
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|INITIALIZATION_METHOD
 
|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
 
|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
Line 256: Line 256:
 
|Cartesian type coordinates
 
|Cartesian type coordinates
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|INITIALIZATION_METHOD
 
|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
 
|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
Line 263: Line 263:
 
|Sigma type coordinates  
 
|Sigma type coordinates  
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 270: Line 270:
 
|A Cartesian Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only)
 
|A Cartesian Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only)
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 278: Line 278:
 
lower faces with the vertical flow velocity.
 
lower faces with the vertical flow velocity.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 285: Line 285:
 
|Fixed Sediment coordinates
 
|Fixed Sediment coordinates
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 292: Line 292:
 
|Fixed Spacing coordinates - used to study flows close to the bottom
 
|Fixed Spacing coordinates - used to study flows close to the bottom
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 299: Line 299:
 
|Sigma coordinates
 
|Sigma coordinates
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 306: Line 306:
 
|A Sigma Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only). Needs Normal Sigma Below
 
|A Sigma Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only). Needs Normal Sigma Below
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 315: Line 315:
 
coordinate was implemented in the geometry module to simulate reservoirs.
 
coordinate was implemented in the geometry module to simulate reservoirs.
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleGeometry
+
|Geometry
 
|TYPE
 
|TYPE
 
|Type of vertical coordinate of the domain
 
|Type of vertical coordinate of the domain
Line 322: Line 322:
 
|Cartesian coordinates
 
|Cartesian coordinates
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|KERNEL_TYPE
 
|KERNEL_TYPE
 
|Type of kernel used in the convolution interpolations  
 
|Type of kernel used in the convolution interpolations  
Line 329: Line 329:
 
|
 
|
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|KERNEL_TYPE
 
|KERNEL_TYPE
 
|Type of kernel used in the convolution interpolations  
 
|Type of kernel used in the convolution interpolations  
Line 336: Line 336:
 
|
 
|
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|METHODOLOGY
 
|METHODOLOGY
 
|The methodology used in the interpolation process
 
|The methodology used in the interpolation process
Line 343: Line 343:
 
|Conservative convolution
 
|Conservative convolution
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|METHODOLOGY
 
|METHODOLOGY
 
|The methodology used in the interpolation process
 
|The methodology used in the interpolation process
Line 351: Line 351:
  
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|METHODOLOGY
 
|METHODOLOGY
 
|The methodology used in the interpolation process
 
|The methodology used in the interpolation process
Line 358: Line 358:
 
|Bilinear
 
|Bilinear
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|METHODOLOGY
 
|METHODOLOGY
 
|The methodology used in the interpolation process
 
|The methodology used in the interpolation process
Line 365: Line 365:
 
|Spline 2D
 
|Spline 2D
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|METHODOLOGY
 
|METHODOLOGY
 
|The methodology used in the interpolation process
 
|The methodology used in the interpolation process
Line 372: Line 372:
 
|Inverse weight
 
|Inverse weight
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|METHODOLOGY
 
|METHODOLOGY
 
|The methodology used in the interpolation process
 
|The methodology used in the interpolation process
Line 379: Line 379:
 
|Triangulation
 
|Triangulation
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|NC_TYPE
 
|NC_TYPE
 
|Cheks what class of NonConservative convolution process to use
 
|Cheks what class of NonConservative convolution process to use
Line 386: Line 386:
 
|Smoothes the field using the PHI value
 
|Smoothes the field using the PHI value
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|NC_TYPE
 
|NC_TYPE
 
|Cheks what class of NonConservative convolution process to use
 
|Cheks what class of NonConservative convolution process to use
Line 393: Line 393:
 
|Data
 
|Data
 
|-
 
|-
|Mohid Base 2
+
| Base 2
|ModuleInterpolation
+
|Interpolation
 
|NC_TYPE
 
|NC_TYPE
 
|Cheks what class of NonConservative convolution process to use
 
|Cheks what class of NonConservative convolution process to use
Line 400: Line 400:
 
|User defined kernel for the NonConservative convolution  
 
|User defined kernel for the NonConservative convolution  
 
|-
 
|-
|Mohid Land
+
| Land
|ModuleRunoff
+
|Runoff
 
|ROUTING
 
|ROUTING
 
|The overland flow routing method. Possible values:
 
|The overland flow routing method. Possible values:
Line 410: Line 410:
 
|Chezy Equation
 
|Chezy Equation
 
|-
 
|-
|Mohid Land
+
| Land
|ModuleRunoff
+
|Runoff
 
|ROUTING
 
|ROUTING
 
|The overland flow routing method. Possible values:
 
|The overland flow routing method. Possible values:
Line 420: Line 420:
 
|Manning Equation
 
|Manning Equation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|DIMENSION
 
|DIMENSION
 
|Number of dimensions of the assimilation field
 
|Number of dimensions of the assimilation field
Line 427: Line 427:
 
|Three-Dimensional property
 
|Three-Dimensional property
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|DIMENSION
 
|DIMENSION
 
|Number of dimensions of the assimilation field
 
|Number of dimensions of the assimilation field
Line 434: Line 434:
 
|Two-Dimensional property
 
|Two-Dimensional property
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|TYPE_ZUV
 
|TYPE_ZUV
 
|Reference of the field to the grid.
 
|Reference of the field to the grid.
Line 441: Line 441:
 
|Variable is referenced to the XX faces of the control volume
 
|Variable is referenced to the XX faces of the control volume
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|TYPE_ZUV
 
|TYPE_ZUV
 
|Reference of the field to the grid.
 
|Reference of the field to the grid.
Line 448: Line 448:
 
|Variable is defined in the center of the control volume
 
|Variable is defined in the center of the control volume
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|TYPE_ZUV
 
|TYPE_ZUV
 
|Reference of the field to the grid.
 
|Reference of the field to the grid.
Line 455: Line 455:
 
|Variable is referenced to the YY faces of the control volume
 
|Variable is referenced to the YY faces of the control volume
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|TYPE_ZUV
 
|TYPE_ZUV
 
|Reference of the field to the grid.
 
|Reference of the field to the grid.
Line 462: Line 462:
 
|Variable is referenced to the YY faces of the control volume
 
|Variable is referenced to the YY faces of the control volume
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|TYPE_ZUV
 
|TYPE_ZUV
 
|Reference of the field to the grid.
 
|Reference of the field to the grid.
Line 469: Line 469:
 
|Variable is referenced to the XX faces of the control volume
 
|Variable is referenced to the XX faces of the control volume
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleAssimilation
+
|Assimilation
 
|TYPE_ZUV
 
|TYPE_ZUV
 
|Reference of the field to the grid.
 
|Reference of the field to the grid.
Line 478: Line 478:
  
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleFreeVerticalMovement
+
|FreeVerticalMovement
 
|FREEVERT_IMPEXP_ADV
 
|FREEVERT_IMPEXP_ADV
 
|Coeficient to compute vertical movement through implicit or explicit methods
 
|Coeficient to compute vertical movement through implicit or explicit methods
Line 485: Line 485:
 
|Explicit
 
|Explicit
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleFreeVerticalMovement
+
|FreeVerticalMovement
 
|FREEVERT_IMPEXP_ADV
 
|FREEVERT_IMPEXP_ADV
 
|Coeficient to compute vertical movement through implicit or explicit methods
 
|Coeficient to compute vertical movement through implicit or explicit methods
Line 492: Line 492:
 
|Implicit
 
|Implicit
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleFreeVerticalMovement
+
|FreeVerticalMovement
 
|WS_TYPE
 
|WS_TYPE
 
|Method to compute settling velocity
 
|Method to compute settling velocity
Line 499: Line 499:
 
|Prescribe a constant settling velocity for particulate property
 
|Prescribe a constant settling velocity for particulate property
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleFreeVerticalMovement
+
|FreeVerticalMovement
 
|WS_TYPE
 
|WS_TYPE
 
|Method to compute settling velocity
 
|Method to compute settling velocity
Line 506: Line 506:
 
|Compute settling velocity as function of cohesive sediment concentration
 
|Compute settling velocity as function of cohesive sediment concentration
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|BAROCLINIC_RADIATION
 
|BAROCLINIC_RADIATION
 
|Check if the user wants to radiate internal tides
 
|Check if the user wants to radiate internal tides
Line 513: Line 513:
 
|No radiation
 
|No radiation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|BAROCLINIC_RADIATION
 
|BAROCLINIC_RADIATION
 
|Check if the user wants to radiate internal tides
 
|Check if the user wants to radiate internal tides
Line 520: Line 520:
 
|Vertical
 
|Vertical
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|BAROCLINIC_RADIATION
 
|BAROCLINIC_RADIATION
 
|Check if the user wants to radiate internal tides
 
|Check if the user wants to radiate internal tides
Line 527: Line 527:
 
|Horizontal
 
|Horizontal
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|CYCLIC_DIRECTION
 
|CYCLIC_DIRECTION
 
|Check along which direction the user wants to impose a CYCLIC boundary condition
 
|Check along which direction the user wants to impose a CYCLIC boundary condition
Line 534: Line 534:
 
|Direction Y
 
|Direction Y
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|CYCLIC_DIRECTION
 
|CYCLIC_DIRECTION
 
|Check along which direction the user wants to impose a CYCLIC boundary condition
 
|Check along which direction the user wants to impose a CYCLIC boundary condition
Line 541: Line 541:
 
|Direction x
 
|Direction x
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|CYCLIC_DIRECTION
 
|CYCLIC_DIRECTION
 
|Check along which direction the user wants to impose a CYCLIC boundary condition
 
|Check along which direction the user wants to impose a CYCLIC boundary condition
Line 548: Line 548:
 
|Directions X and Y
 
|Directions X and Y
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|DISCRETIZATION
 
|DISCRETIZATION
 
|Check what type of implicit discretization in time is choose for the global equations
 
|Check what type of implicit discretization in time is choose for the global equations
Line 555: Line 555:
 
|Abbott Scheme - 4 equations per iteration
 
|Abbott Scheme - 4 equations per iteration
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|DISCRETIZATION
 
|DISCRETIZATION
 
|Check what type of implicit discretization in time is choose for the global equations
 
|Check what type of implicit discretization in time is choose for the global equations
Line 562: Line 562:
 
|Leendertse Scheme - 6 equations per iteration
 
|Leendertse Scheme - 6 equations per iteration
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|EVOLUTION
 
|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.
 
|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.
Line 569: Line 569:
 
|Residual hydrodynamic
 
|Residual hydrodynamic
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|EVOLUTION
 
|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.
 
|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.
Line 576: Line 576:
 
|No hydrodynamic
 
|No hydrodynamic
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|EVOLUTION
 
|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.
 
|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.
Line 583: Line 583:
 
|Read file
 
|Read file
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|EVOLUTION
 
|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.
 
|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.
Line 590: Line 590:
 
|Solve equations
 
|Solve equations
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|EVOLUTION
 
|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.
 
|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.
Line 597: Line 597:
 
|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.
 
|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.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|IMPLICIT_VERTADVECTION
 
|IMPLICIT_VERTADVECTION
 
|Check if the vertical advection is implicit
 
|Check if the vertical advection is implicit
Line 604: Line 604:
 
|Explicit
 
|Explicit
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|IMPLICIT_VERTADVECTION
 
|IMPLICIT_VERTADVECTION
 
|Check if the vertical advection is implicit
 
|Check if the vertical advection is implicit
Line 611: Line 611:
 
|Hybrid for option in (0.0, 1.0)
 
|Hybrid for option in (0.0, 1.0)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|IMPLICIT_VERTADVECTION
 
|IMPLICIT_VERTADVECTION
 
|Check if the vertical advection is implicit
 
|Check if the vertical advection is implicit
Line 618: Line 618:
 
|Implicit
 
|Implicit
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|IMPLICIT_VERTDIFFUSION
 
|IMPLICIT_VERTDIFFUSION
 
|Check if the vertical advection is implicit
 
|Check if the vertical advection is implicit
Line 625: Line 625:
 
|Implicit
 
|Implicit
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|IMPLICIT_VERTDIFFUSION
 
|IMPLICIT_VERTDIFFUSION
 
|Check if the vertical advection is implicit
 
|Check if the vertical advection is implicit
Line 632: Line 632:
 
|Hybrid for option in (0.0, 1.0)
 
|Hybrid for option in (0.0, 1.0)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|IMPLICIT_VERTDIFFUSION
 
|IMPLICIT_VERTDIFFUSION
 
|Check if the vertical advection is implicit
 
|Check if the vertical advection is implicit
Line 639: Line 639:
 
|Explicit
 
|Explicit
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 646: Line 646:
 
|Gauge
 
|Gauge
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 653: Line 653:
 
|No local solution
 
|No local solution
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 660: Line 660:
 
|Submodel
 
|Submodel
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 667: Line 667:
 
|AssimilaPlusSubModel
 
|AssimilaPlusSubModel
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 674: Line 674:
 
|AssimilaGaugeSubModel
 
|AssimilaGaugeSubModel
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 681: Line 681:
 
|GaugePlusSubModel
 
|GaugePlusSubModel
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|LOCAL_SOLUTION
 
|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
 
|Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
Line 688: Line 688:
 
|AssimilationField
 
|AssimilationField
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|RADIATION
 
|RADIATION
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
Line 695: Line 695:
 
|No Radiation
 
|No Radiation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|RADIATION
 
|RADIATION
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
Line 702: Line 702:
 
|FlatherWindWave_
 
|FlatherWindWave_
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|RADIATION
 
|RADIATION
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
Line 709: Line 709:
 
|BlumbergKantha_
 
|BlumbergKantha_
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|RADIATION
 
|RADIATION
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
 
|Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
Line 716: Line 716:
 
|FlatherLocalSolution_
 
|FlatherLocalSolution_
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|UP_CENTER
 
|UP_CENTER
 
|Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
 
|Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
Line 724: Line 724:
 
|Centred differences
 
|Centred differences
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|UP_CENTER
 
|UP_CENTER
 
|Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
 
|Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
Line 732: Line 732:
 
|Hybrid for option in (0,1)
 
|Hybrid for option in (0,1)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|UP_CENTER
 
|UP_CENTER
 
|Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
 
|Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
Line 740: Line 740:
 
|Upstream
 
|Upstream
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|VELNORMALBOUNDARY
 
|VELNORMALBOUNDARY
 
|Checks the velocities the user want to impose in the exterior faces
 
|Checks the velocities the user want to impose in the exterior faces
Line 747: Line 747:
 
|null gradient
 
|null gradient
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|VELNORMALBOUNDARY
 
|VELNORMALBOUNDARY
 
|Checks the velocities the user want to impose in the exterior faces
 
|Checks the velocities the user want to impose in the exterior faces
Line 754: Line 754:
 
|null value
 
|null value
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|VELTANGENTIALBOUNDARY
 
|VELTANGENTIALBOUNDARY
 
|Checks the velocities the user want to impose between two boundary points
 
|Checks the velocities the user want to impose between two boundary points
Line 761: Line 761:
 
|null value
 
|null value
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|VELTANGENTIALBOUNDARY
 
|VELTANGENTIALBOUNDARY
 
|Checks the velocities the user want to impose between two boundary points
 
|Checks the velocities the user want to impose between two boundary points
Line 768: Line 768:
 
|null gradient
 
|null gradient
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|WIND
 
|WIND
 
|Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute
 
|Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute
Line 775: Line 775:
 
|wind forcing
 
|wind forcing
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|WIND
 
|WIND
 
|Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute
 
|Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute
Line 782: Line 782:
 
|wind forcing with a smooth start
 
|wind forcing with a smooth start
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamic
+
|Hydrodynamic
 
|WIND
 
|WIND
 
|Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute
 
|Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute
Line 789: Line 789:
 
|No wind forcing
 
|No wind forcing
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|BAT_INTEGRATION_TYPE
 
|BAT_INTEGRATION_TYPE
 
|It is posible to calculate the new bathymetry (spacial integration) using two different options
 
|It is posible to calculate the new bathymetry (spacial integration) using two different options
Line 796: Line 796:
 
|Each new integrated cell has the maximum value of the cells used to do the integration of that cell
 
|Each new integrated cell has the maximum value of the cells used to do the integration of that cell
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|BAT_INTEGRATION_TYPE
 
|BAT_INTEGRATION_TYPE
 
|It is posible to calculate the new bathymetry (spacial integration) using two different options
 
|It is posible to calculate the new bathymetry (spacial integration) using two different options
Line 803: Line 803:
 
|The depth of the integrated cell is obtained by the average of the cells used to do the integration of that cell.
 
|The depth of the integrated cell is obtained by the average of the cells used to do the integration of that cell.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|IN_FILE_TYPE
 
|IN_FILE_TYPE
 
|Input File Type
 
|Input File Type
Line 810: Line 810:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|IN_FILE_TYPE
 
|IN_FILE_TYPE
 
|Input File Type
 
|Input File Type
Line 817: Line 817:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|IN_FILE_VERSION
 
|IN_FILE_VERSION
 
|Input File Version
 
|Input File Version
Line 824: Line 824:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|IN_FILE_VERSION
 
|IN_FILE_VERSION
 
|Input File Version
 
|Input File Version
Line 831: Line 831:
 
|Only available if LOAD_TO_MEMORY = 0
 
|Only available if LOAD_TO_MEMORY = 0
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|OUT_FILE_VERSION
 
|OUT_FILE_VERSION
 
|Controls the version of the output file
 
|Controls the version of the output file
Line 838: Line 838:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleHydrodynamicFile
+
|HydrodynamicFile
 
|OUT_FILE_VERSION
 
|OUT_FILE_VERSION
 
|Controls the version of the output file
 
|Controls the version of the output file
Line 845: Line 845:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleJet
+
|Jet
 
|LOCAL_TYPE
 
|LOCAL_TYPE
 
|Methodology to define the ambient variables
 
|Methodology to define the ambient variables
Line 852: Line 852:
 
|Uniform water colum
 
|Uniform water colum
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleJet
+
|Jet
 
|LOCAL_TYPE
 
|LOCAL_TYPE
 
|Methodology to define the ambient variables
 
|Methodology to define the ambient variables
Line 859: Line 859:
 
|3D field generated by the MOHID system
 
|3D field generated by the MOHID system
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleJet
+
|Jet
 
|LOCAL_TYPE
 
|LOCAL_TYPE
 
|Methodology to define the ambient variables
 
|Methodology to define the ambient variables
Line 866: Line 866:
 
|Water column where the density and velocity have a linear profile
 
|Water column where the density and velocity have a linear profile
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleJet
+
|Jet
 
|PARAMETERIZATION
 
|PARAMETERIZATION
 
|Parametrization used to simulate the entrainmenet process
 
|Parametrization used to simulate the entrainmenet process
Line 873: Line 873:
 
|Parameterization based on CORJET model
 
|Parameterization based on CORJET model
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleJet
+
|Jet
 
|PARAMETERIZATION
 
|PARAMETERIZATION
 
|Parametrization used to simulate the entrainmenet process
 
|Parametrization used to simulate the entrainmenet process
Line 880: Line 880:
 
|Parameterization based on JETLAG model
 
|Parameterization based on JETLAG model
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|ACCIDENT_METHOD
 
|ACCIDENT_METHOD
 
|The how to distribute initially the particles if the emission type is accident
 
|The how to distribute initially the particles if the emission type is accident
Line 887: Line 887:
 
|The "Thickness" option
 
|The "Thickness" option
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|ACCIDENT_METHOD
 
|ACCIDENT_METHOD
 
|The how to distribute initially the particles if the emission type is accident
 
|The how to distribute initially the particles if the emission type is accident
Line 894: Line 894:
 
|The "Fay" option
 
|The "Fay" option
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Way to calculate particle density
 
|Way to calculate particle density
Line 902: Line 902:
 
|Constant
 
|Constant
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Way to calculate particle density
 
|Way to calculate particle density
Line 910: Line 910:
 
|Leendertse
 
|Leendertse
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Way to calculate particle density
 
|Way to calculate particle density
Line 918: Line 918:
 
|UNESCO
 
|UNESCO
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|EMISSION_SPATIAL
 
|EMISSION_SPATIAL
 
|The type of spatial emission.
 
|The type of spatial emission.
Line 926: Line 926:
 
|Emission at a single point
 
|Emission at a single point
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|EMISSION_SPATIAL
 
|EMISSION_SPATIAL
 
|The type of spatial emission.
 
|The type of spatial emission.
Line 934: Line 934:
 
|Emission as accident
 
|Emission as accident
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|EMISSION_SPATIAL
 
|EMISSION_SPATIAL
 
|The type of spatial emission.
 
|The type of spatial emission.
Line 942: Line 942:
 
|Emission from a Box
 
|Emission from a Box
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|EMISSION_TEMPORAL
 
|EMISSION_TEMPORAL
 
|The type of temporal emission
 
|The type of temporal emission
Line 951: Line 951:
  
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|EMISSION_TEMPORAL
 
|EMISSION_TEMPORAL
 
|The type of temporal emission
 
|The type of temporal emission
Line 960: Line 960:
  
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|MOVEMENT
 
|MOVEMENT
 
|The type of particle aleatory horizontal movement
 
|The type of particle aleatory horizontal movement
Line 967: Line 967:
 
|Do not consider any aleatory horizontal component
 
|Do not consider any aleatory horizontal component
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|MOVEMENT
 
|MOVEMENT
 
|The type of particle aleatory horizontal movement
 
|The type of particle aleatory horizontal movement
Line 974: Line 974:
 
|Parameterization based on Sullivan Allen formulation
 
|Parameterization based on Sullivan Allen formulation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|MOVING_ORIGIN_UNITS
 
|MOVING_ORIGIN_UNITS
 
|The Units in which the moving origin position is given
 
|The Units in which the moving origin position is given
Line 981: Line 981:
 
|The units are meters
 
|The units are meters
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|MOVING_ORIGIN_UNITS
 
|MOVING_ORIGIN_UNITS
 
|The Units in which the moving origin position is given
 
|The Units in which the moving origin position is given
Line 988: Line 988:
 
|The units are given as cells
 
|The units are given as cells
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|OUTPUT_CONC
 
|OUTPUT_CONC
 
|Output Integration Type
 
|Output Integration Type
Line 997: Line 997:
 
|Uses average values for integration
 
|Uses average values for integration
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|OUTPUT_CONC
 
|OUTPUT_CONC
 
|Output Integration Type
 
|Output Integration Type
Line 1,006: Line 1,006:
 
|Uses maximum values for integration
 
|Uses maximum values for integration
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|SEDIMENTATION
 
|SEDIMENTATION
 
|Sedimentation type.
 
|Sedimentation type.
Line 1,013: Line 1,013:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|SEDIMENTATION
 
|SEDIMENTATION
 
|Sedimentation type.
 
|Sedimentation type.
Line 1,020: Line 1,020:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|T90_VAR_METHOD_1
 
|T90_VAR_METHOD_1
 
|Method to compute T90 function.
 
|Method to compute T90 function.
Line 1,027: Line 1,027:
 
|Fecal decay according to Canteras et al. (1995)
 
|Fecal decay according to Canteras et al. (1995)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|T90_VAR_METHOD_1
 
|T90_VAR_METHOD_1
 
|Method to compute T90 function.
 
|Method to compute T90 function.
Line 1,034: Line 1,034:
 
|Fecal decay according to Chapra (1997)
 
|Fecal decay according to Chapra (1997)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|TURB_V
 
|TURB_V
 
|Vertical turbulence parameterization
 
|Vertical turbulence parameterization
Line 1,041: Line 1,041:
 
|Parameterization based on the velocity profile
 
|Parameterization based on the velocity profile
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|TURB_V
 
|TURB_V
 
|Vertical turbulence parameterization
 
|Vertical turbulence parameterization
Line 1,048: Line 1,048:
 
|Constant Parameterization
 
|Constant Parameterization
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|VOLUME_INCREASE
 
|VOLUME_INCREASE
 
|The way volume increase is calculated
 
|The way volume increase is calculated
Line 1,055: Line 1,055:
 
|The doublication occour after the time given by TVOL200, but also depends on the local velocity
 
|The doublication occour after the time given by TVOL200, but also depends on the local velocity
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleLagrangian
+
|Lagrangian
 
|VOLUME_INCREASE
 
|VOLUME_INCREASE
 
|The way volume increase is calculated
 
|The way volume increase is calculated
Line 1,062: Line 1,062:
 
|The doublication occour after the time given by TVOL200
 
|The doublication occour after the time given by TVOL200
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|DISPERSIONMETHOD
 
|DISPERSIONMETHOD
 
|Method for Dispersion
 
|Method for Dispersion
Line 1,069: Line 1,069:
 
|Dispersion parameterized with Delvigne formulation
 
|Dispersion parameterized with Delvigne formulation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|DISPERSIONMETHOD
 
|DISPERSIONMETHOD
 
|Method for Dispersion
 
|Method for Dispersion
Line 1,076: Line 1,076:
 
|Dispersion parameterized with Mackay formulation
 
|Dispersion parameterized with Mackay formulation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|EMULSIFICATIONMETHOD
 
|EMULSIFICATIONMETHOD
 
|Method for Emulsification
 
|Method for Emulsification
Line 1,083: Line 1,083:
 
|Emulsification parameterized following Mackay formulation
 
|Emulsification parameterized following Mackay formulation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|EMULSIFICATIONMETHOD
 
|EMULSIFICATIONMETHOD
 
|Method for Emulsification
 
|Method for Emulsification
Line 1,090: Line 1,090:
 
|Emulsification parameterized following Rasmussen formulation
 
|Emulsification parameterized following Rasmussen formulation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|EVAPORATIONMETHOD
 
|EVAPORATIONMETHOD
 
|Method for Evaporation
 
|Method for Evaporation
Line 1,097: Line 1,097:
 
|Evaporation computed with evaporative exposure method
 
|Evaporation computed with evaporative exposure method
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|EVAPORATIONMETHOD
 
|EVAPORATIONMETHOD
 
|Method for Evaporation
 
|Method for Evaporation
Line 1,104: Line 1,104:
 
|Evaporation computed with pseudocomponents method
 
|Evaporation computed with pseudocomponents method
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|EVAPORATIONMETHOD
 
|EVAPORATIONMETHOD
 
|Method for Evaporation
 
|Method for Evaporation
Line 1,111: Line 1,111:
 
|Evaporation computed with Fingas formulations
 
|Evaporation computed with Fingas formulations
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|FINGAS_EVAP_EQTYPE
 
|FINGAS_EVAP_EQTYPE
 
|Evaporation Equation Type
 
|Evaporation Equation Type
Line 1,118: Line 1,118:
 
|Square Root Equation Type for Evaporation
 
|Square Root Equation Type for Evaporation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|FINGAS_EVAP_EQTYPE
 
|FINGAS_EVAP_EQTYPE
 
|Evaporation Equation Type
 
|Evaporation Equation Type
Line 1,125: Line 1,125:
 
|Logarithmic Equation Type for Evaporation
 
|Logarithmic Equation Type for Evaporation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|OILTYPE
 
|OILTYPE
 
|Oil Type
 
|Oil Type
Line 1,132: Line 1,132:
 
|Crude Oil
 
|Crude Oil
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|OILTYPE
 
|OILTYPE
 
|Oil Type
 
|Oil Type
Line 1,139: Line 1,139:
 
|Refined oil
 
|Refined oil
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|SPREADINGMETHOD
 
|SPREADINGMETHOD
 
|Method for Spreading
 
|Method for Spreading
Line 1,146: Line 1,146:
 
|Mechanical spreading simply based on Fay theory
 
|Mechanical spreading simply based on Fay theory
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleOil
+
|Oil
 
|SPREADINGMETHOD
 
|SPREADINGMETHOD
 
|Method for Spreading
 
|Method for Spreading
Line 1,153: Line 1,153:
 
|Oil mechanical spreading based on thickness gradients, parameterized with fay theory
 
|Oil mechanical spreading based on thickness gradients, parameterized with fay theory
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleSedimentProperties
+
|SedimentProperties
 
|DIFFUSION_METHOD
 
|DIFFUSION_METHOD
 
|Method to compute diffusion coefficeient correction for the sediments. 1 - Berner, 1980 ; 2 - Soetaert, 1996
 
|Method to compute diffusion coefficeient correction for the sediments. 1 - Berner, 1980 ; 2 - Soetaert, 1996
Line 1,160: Line 1,160:
 
|Berner, 1980
 
|Berner, 1980
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleSedimentProperties
+
|SedimentProperties
 
|DIFFUSION_METHOD
 
|DIFFUSION_METHOD
 
|Method to compute diffusion coefficeient correction for the sediments. 1 - Berner, 1980 ; 2 - Soetaert, 1996
 
|Method to compute diffusion coefficeient correction for the sediments. 1 - Berner, 1980 ; 2 - Soetaert, 1996
Line 1,167: Line 1,167:
 
|Soetaert, 1996
 
|Soetaert, 1996
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MLD_Method
 
|MLD_Method
 
|
 
|
Line 1,174: Line 1,174:
 
|Maximum value of Brunt-Vaisalla frequency (N)
 
|Maximum value of Brunt-Vaisalla frequency (N)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MLD_Method
 
|MLD_Method
 
|
 
|
Line 1,181: Line 1,181:
 
|Richardson number (Ri) superior to a critical value.
 
|Richardson number (Ri) superior to a critical value.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MLD_Method
 
|MLD_Method
 
|
 
|
Line 1,188: Line 1,188:
 
|Turbulent kinetic energy (TKE) inferior to a predefined minimum.
 
|Turbulent kinetic energy (TKE) inferior to a predefined minimum.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,195: Line 1,195:
 
|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)
 
|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)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,202: Line 1,202:
 
|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.   
 
|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.   
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,209: Line 1,209:
 
|Uses Nihoul turbulence scheme.
 
|Uses Nihoul turbulence scheme.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,216: Line 1,216:
 
|Uses Leendertsee turbulence scheme.
 
|Uses Leendertsee turbulence scheme.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,223: Line 1,223:
 
|Uses Pacanowski turbulence scheme.
 
|Uses Pacanowski turbulence scheme.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,230: Line 1,230:
 
|Uses a turbulence equation for closure. This is only to be used with GOTM module.
 
|Uses a turbulence equation for closure. This is only to be used with GOTM module.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODTURB
 
|MODTURB
 
|Vertical eddy viscosity model
 
|Vertical eddy viscosity model
Line 1,237: Line 1,237:
 
|Uses Backhaus turbulence scheme.
 
|Uses Backhaus turbulence scheme.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODVISH
 
|MODVISH
 
|Horizontal eddy viscosity model.
 
|Horizontal eddy viscosity model.
Line 1,246: Line 1,246:
  
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODVISH
 
|MODVISH
 
|Horizontal eddy viscosity model.
 
|Horizontal eddy viscosity model.
Line 1,253: Line 1,253:
 
|Smagorinsky turbulence scheme.
 
|Smagorinsky turbulence scheme.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODVISH
 
|MODVISH
 
|Horizontal eddy viscosity model.
 
|Horizontal eddy viscosity model.
Line 1,260: Line 1,260:
 
|
 
|
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleTurbulence
+
|Turbulence
 
|MODVISH
 
|MODVISH
 
|Horizontal eddy viscosity model.
 
|Horizontal eddy viscosity model.
Line 1,267: Line 1,267:
 
|Constant horizontal viscosity
 
|Constant horizontal viscosity
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_H
 
|ADV_METHOD_H
 
|Horizontal advection discretization.
 
|Horizontal advection discretization.
Line 1,274: Line 1,274:
 
|UpwindOrder1
 
|UpwindOrder1
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_H
 
|ADV_METHOD_H
 
|Horizontal advection discretization.
 
|Horizontal advection discretization.
Line 1,281: Line 1,281:
 
|P2_TVD
 
|P2_TVD
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_H
 
|ADV_METHOD_H
 
|Horizontal advection discretization.
 
|Horizontal advection discretization.
Line 1,288: Line 1,288:
 
|CentralDif
 
|CentralDif
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_H
 
|ADV_METHOD_H
 
|Horizontal advection discretization.
 
|Horizontal advection discretization.
Line 1,295: Line 1,295:
 
|UpwindOrder2
 
|UpwindOrder2
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_H
 
|ADV_METHOD_H
 
|Horizontal advection discretization.
 
|Horizontal advection discretization.
Line 1,302: Line 1,302:
 
|UpwindOrder3
 
|UpwindOrder3
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_V
 
|ADV_METHOD_V
 
|Vertical advection discretization.
 
|Vertical advection discretization.
Line 1,309: Line 1,309:
 
|UpwindOrder1
 
|UpwindOrder1
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_V
 
|ADV_METHOD_V
 
|Vertical advection discretization.
 
|Vertical advection discretization.
Line 1,316: Line 1,316:
 
|UpwindOrder3
 
|UpwindOrder3
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_V
 
|ADV_METHOD_V
 
|Vertical advection discretization.
 
|Vertical advection discretization.
Line 1,323: Line 1,323:
 
|P2_TVD
 
|P2_TVD
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_V
 
|ADV_METHOD_V
 
|Vertical advection discretization.
 
|Vertical advection discretization.
Line 1,330: Line 1,330:
 
|UpwindOrder2
 
|UpwindOrder2
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADV_METHOD_V
 
|ADV_METHOD_V
 
|Vertical advection discretization.
 
|Vertical advection discretization.
Line 1,337: Line 1,337:
 
|CentralDif
 
|CentralDif
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADVECTION_H_IMP_EXP
 
|ADVECTION_H_IMP_EXP
 
|Horizontal advection computed using a implicit/explicit discretization for this property.
 
|Horizontal advection computed using a implicit/explicit discretization for this property.
Line 1,344: Line 1,344:
 
|Explicit discretization
 
|Explicit discretization
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADVECTION_H_IMP_EXP
 
|ADVECTION_H_IMP_EXP
 
|Horizontal advection computed using a implicit/explicit discretization for this property.
 
|Horizontal advection computed using a implicit/explicit discretization for this property.
Line 1,351: Line 1,351:
 
|Implicit discretization
 
|Implicit discretization
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADVECTION_V_IMP_EXP
 
|ADVECTION_V_IMP_EXP
 
|Vertical advection computed using a implicit/explicit discretization for this property.
 
|Vertical advection computed using a implicit/explicit discretization for this property.
Line 1,358: Line 1,358:
 
|Explicit discretization.
 
|Explicit discretization.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|ADVECTION_V_IMP_EXP
 
|ADVECTION_V_IMP_EXP
 
|Vertical advection computed using a implicit/explicit discretization for this property.
 
|Vertical advection computed using a implicit/explicit discretization for this property.
Line 1,365: Line 1,365:
 
|Implicit discretization.
 
|Implicit discretization.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,372: Line 1,372:
 
|VerticalDiffusion
 
|VerticalDiffusion
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,379: Line 1,379:
 
|CyclicBoundary
 
|CyclicBoundary
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,386: Line 1,386:
 
|Orlanski
 
|Orlanski
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,393: Line 1,393:
 
|MassConservation
 
|MassConservation
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,400: Line 1,400:
 
|NullGradient
 
|NullGradient
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,407: Line 1,407:
 
|SubModel
 
|SubModel
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_CONDITION
 
|BOUNDARY_CONDITION
 
|Boundary condition for this property.
 
|Boundary condition for this property.
Line 1,414: Line 1,414:
 
|ImposedValue
 
|ImposedValue
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_INITIALIZATION
 
|BOUNDARY_INITIALIZATION
 
|Processes considered to initialize the boundary values of this property
 
|Processes considered to initialize the boundary values of this property
Line 1,421: Line 1,421:
 
|A value exterior to the domain is be imposed (a constant value).
 
|A value exterior to the domain is be imposed (a constant value).
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|BOUNDARY_INITIALIZATION
 
|BOUNDARY_INITIALIZATION
 
|Processes considered to initialize the boundary values of this property
 
|Processes considered to initialize the boundary values of this property
Line 1,429: Line 1,429:
 
in the same cells during the domain initialization.
 
in the same cells during the domain initialization.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DECAY_TIME
 
|DECAY_TIME
 
|Decay time of this property in the boundary.
 
|Decay time of this property in the boundary.
Line 1,436: Line 1,436:
 
|Property value at the boundary remains constant.
 
|Property value at the boundary remains constant.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Method to compute water density
 
|Method to compute water density
Line 1,443: Line 1,443:
 
|Leendertse
 
|Leendertse
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Method to compute water density
 
|Method to compute water density
Line 1,450: Line 1,450:
 
|UNESCO (in-situ temperature)
 
|UNESCO (in-situ temperature)
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Method to compute water density
 
|Method to compute water density
Line 1,457: Line 1,457:
 
|Linear
 
|Linear
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Method to compute water density
 
|Method to compute water density
Line 1,464: Line 1,464:
 
|Jackett and McDougall 1995
 
|Jackett and McDougall 1995
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DENSITY_METHOD
 
|DENSITY_METHOD
 
|Method to compute water density
 
|Method to compute water density
Line 1,471: Line 1,471:
 
|Mellor 1996
 
|Mellor 1996
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DIFFUSION_V_IMP_EXP
 
|DIFFUSION_V_IMP_EXP
 
|Vertical diffusion computed using a implicit/explicit discretization for this property.
 
|Vertical diffusion computed using a implicit/explicit discretization for this property.
Line 1,478: Line 1,478:
 
|Explicit discretization.
 
|Explicit discretization.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DIFFUSION_V_IMP_EXP
 
|DIFFUSION_V_IMP_EXP
 
|Vertical diffusion computed using a implicit/explicit discretization for this property.
 
|Vertical diffusion computed using a implicit/explicit discretization for this property.
Line 1,485: Line 1,485:
 
|Implicit discretization.
 
|Implicit discretization.
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DOSAT_TYPE
 
|DOSAT_TYPE
 
|Method to compute dissolved oxygen saturation
 
|Method to compute dissolved oxygen saturation
Line 1,492: Line 1,492:
 
|Apha
 
|Apha
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DOSAT_TYPE
 
|DOSAT_TYPE
 
|Method to compute dissolved oxygen saturation
 
|Method to compute dissolved oxygen saturation
Line 1,499: Line 1,499:
 
|Henry
 
|Henry
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
|DOSAT_TYPE
 
|DOSAT_TYPE
 
|Method to compute dissolved oxygen saturation
 
|Method to compute dissolved oxygen saturation
Line 1,506: Line 1,506:
 
|Mortimer
 
|Mortimer
 
|-
 
|-
|Mohid Water
+
| Water
|ModuleWaterProperties
+
|WaterProperties
 
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Revision as of 17:40, 9 August 2017

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