Difference between revisions of "Keyword list"
From MohidWiki
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! scope="col" |Option description | ! scope="col" |Option description | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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: | ||
| | | | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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: | ||
| | | | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |DrainageNetwork |
|DOWNSTREAM_BOUNDARY | |DOWNSTREAM_BOUNDARY | ||
|Choose downstream boundary condition | |Choose downstream boundary condition | ||
Line 51: | Line 51: | ||
|ImposedWaterDepth | |ImposedWaterDepth | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 1 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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: | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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: | ||
| | | | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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: | ||
| | | | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |Interpolation |
|METHODOLOGY | |METHODOLOGY | ||
|The methodology used in the interpolation process | |The methodology used in the interpolation process | ||
Line 351: | Line 351: | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |Interpolation |
|METHODOLOGY | |METHODOLOGY | ||
|The methodology used in the interpolation process | |The methodology used in the interpolation process | ||
Line 358: | Line 358: | ||
|Bilinear | |Bilinear | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |Interpolation |
|METHODOLOGY | |METHODOLOGY | ||
|The methodology used in the interpolation process | |The methodology used in the interpolation process | ||
Line 379: | Line 379: | ||
|Triangulation | |Triangulation | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Base 2 |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Land |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Land |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Assimilation |
|TYPE_ZUV | |TYPE_ZUV | ||
|Reference of the field to the grid. | |Reference of the field to the grid. | ||
Line 478: | Line 478: | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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_ | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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_ | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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_ | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |HydrodynamicFile |
|IN_FILE_TYPE | |IN_FILE_TYPE | ||
|Input File Type | |Input File Type | ||
Line 810: | Line 810: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |HydrodynamicFile |
|IN_FILE_TYPE | |IN_FILE_TYPE | ||
|Input File Type | |Input File Type | ||
Line 817: | Line 817: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |HydrodynamicFile |
|IN_FILE_VERSION | |IN_FILE_VERSION | ||
|Input File Version | |Input File Version | ||
Line 824: | Line 824: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|DENSITY_METHOD | |DENSITY_METHOD | ||
|Way to calculate particle density | |Way to calculate particle density | ||
Line 902: | Line 902: | ||
|Constant | |Constant | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|DENSITY_METHOD | |DENSITY_METHOD | ||
|Way to calculate particle density | |Way to calculate particle density | ||
Line 910: | Line 910: | ||
|Leendertse | |Leendertse | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|DENSITY_METHOD | |DENSITY_METHOD | ||
|Way to calculate particle density | |Way to calculate particle density | ||
Line 918: | Line 918: | ||
|UNESCO | |UNESCO | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|EMISSION_TEMPORAL | |EMISSION_TEMPORAL | ||
|The type of temporal emission | |The type of temporal emission | ||
Line 951: | Line 951: | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|EMISSION_TEMPORAL | |EMISSION_TEMPORAL | ||
|The type of temporal emission | |The type of temporal emission | ||
Line 960: | Line 960: | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|SEDIMENTATION | |SEDIMENTATION | ||
|Sedimentation type. | |Sedimentation type. | ||
Line 1,013: | Line 1,013: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|SEDIMENTATION | |SEDIMENTATION | ||
|Sedimentation type. | |Sedimentation type. | ||
Line 1,020: | Line 1,020: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Lagrangian |
|TURB_V | |TURB_V | ||
|Vertical turbulence parameterization | |Vertical turbulence parameterization | ||
Line 1,048: | Line 1,048: | ||
|Constant Parameterization | |Constant Parameterization | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Oil |
|OILTYPE | |OILTYPE | ||
|Oil Type | |Oil Type | ||
Line 1,132: | Line 1,132: | ||
|Crude Oil | |Crude Oil | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Oil |
|OILTYPE | |OILTYPE | ||
|Oil Type | |Oil Type | ||
Line 1,139: | Line 1,139: | ||
|Refined oil | |Refined oil | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Turbulence |
|MODVISH | |MODVISH | ||
|Horizontal eddy viscosity model. | |Horizontal eddy viscosity model. | ||
Line 1,246: | Line 1,246: | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Turbulence |
|MODVISH | |MODVISH | ||
|Horizontal eddy viscosity model. | |Horizontal eddy viscosity model. | ||
Line 1,253: | Line 1,253: | ||
|Smagorinsky turbulence scheme. | |Smagorinsky turbulence scheme. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Turbulence |
|MODVISH | |MODVISH | ||
|Horizontal eddy viscosity model. | |Horizontal eddy viscosity model. | ||
Line 1,260: | Line 1,260: | ||
| | | | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |Turbulence |
|MODVISH | |MODVISH | ||
|Horizontal eddy viscosity model. | |Horizontal eddy viscosity model. | ||
Line 1,267: | Line 1,267: | ||
|Constant horizontal viscosity | |Constant horizontal viscosity | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_H | |ADV_METHOD_H | ||
|Horizontal advection discretization. | |Horizontal advection discretization. | ||
Line 1,274: | Line 1,274: | ||
|UpwindOrder1 | |UpwindOrder1 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_H | |ADV_METHOD_H | ||
|Horizontal advection discretization. | |Horizontal advection discretization. | ||
Line 1,281: | Line 1,281: | ||
|P2_TVD | |P2_TVD | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_H | |ADV_METHOD_H | ||
|Horizontal advection discretization. | |Horizontal advection discretization. | ||
Line 1,288: | Line 1,288: | ||
|CentralDif | |CentralDif | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_H | |ADV_METHOD_H | ||
|Horizontal advection discretization. | |Horizontal advection discretization. | ||
Line 1,295: | Line 1,295: | ||
|UpwindOrder2 | |UpwindOrder2 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_H | |ADV_METHOD_H | ||
|Horizontal advection discretization. | |Horizontal advection discretization. | ||
Line 1,302: | Line 1,302: | ||
|UpwindOrder3 | |UpwindOrder3 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_V | |ADV_METHOD_V | ||
|Vertical advection discretization. | |Vertical advection discretization. | ||
Line 1,309: | Line 1,309: | ||
|UpwindOrder1 | |UpwindOrder1 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_V | |ADV_METHOD_V | ||
|Vertical advection discretization. | |Vertical advection discretization. | ||
Line 1,316: | Line 1,316: | ||
|UpwindOrder3 | |UpwindOrder3 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_V | |ADV_METHOD_V | ||
|Vertical advection discretization. | |Vertical advection discretization. | ||
Line 1,323: | Line 1,323: | ||
|P2_TVD | |P2_TVD | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_V | |ADV_METHOD_V | ||
|Vertical advection discretization. | |Vertical advection discretization. | ||
Line 1,330: | Line 1,330: | ||
|UpwindOrder2 | |UpwindOrder2 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|ADV_METHOD_V | |ADV_METHOD_V | ||
|Vertical advection discretization. | |Vertical advection discretization. | ||
Line 1,337: | Line 1,337: | ||
|CentralDif | |CentralDif | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,372: | Line 1,372: | ||
|VerticalDiffusion | |VerticalDiffusion | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,379: | Line 1,379: | ||
|CyclicBoundary | |CyclicBoundary | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,386: | Line 1,386: | ||
|Orlanski | |Orlanski | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,393: | Line 1,393: | ||
|MassConservation | |MassConservation | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,400: | Line 1,400: | ||
|NullGradient | |NullGradient | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,407: | Line 1,407: | ||
|SubModel | |SubModel | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|BOUNDARY_CONDITION | |BOUNDARY_CONDITION | ||
|Boundary condition for this property. | |Boundary condition for this property. | ||
Line 1,414: | Line 1,414: | ||
|ImposedValue | |ImposedValue | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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). | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|DENSITY_METHOD | |DENSITY_METHOD | ||
|Method to compute water density | |Method to compute water density | ||
Line 1,443: | Line 1,443: | ||
|Leendertse | |Leendertse | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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) | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|DENSITY_METHOD | |DENSITY_METHOD | ||
|Method to compute water density | |Method to compute water density | ||
Line 1,457: | Line 1,457: | ||
|Linear | |Linear | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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. | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |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 | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_H | |TVD_LIMIT_H | ||
|Horizontal TVD limitation | |Horizontal TVD limitation | ||
Line 1,513: | Line 1,513: | ||
|MinMod | |MinMod | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_H | |TVD_LIMIT_H | ||
|Horizontal TVD limitation | |Horizontal TVD limitation | ||
Line 1,520: | Line 1,520: | ||
|PDM | |PDM | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_H | |TVD_LIMIT_H | ||
|Horizontal TVD limitation | |Horizontal TVD limitation | ||
Line 1,527: | Line 1,527: | ||
|Muscl | |Muscl | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_H | |TVD_LIMIT_H | ||
|Horizontal TVD limitation | |Horizontal TVD limitation | ||
Line 1,534: | Line 1,534: | ||
|Superbee | |Superbee | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_H | |TVD_LIMIT_H | ||
|Horizontal TVD limitation | |Horizontal TVD limitation | ||
Line 1,541: | Line 1,541: | ||
|VanLeer | |VanLeer | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_V | |TVD_LIMIT_V | ||
|Vertical TVD limitation | |Vertical TVD limitation | ||
Line 1,548: | Line 1,548: | ||
|VanLeer | |VanLeer | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_V | |TVD_LIMIT_V | ||
|Vertical TVD limitation | |Vertical TVD limitation | ||
Line 1,555: | Line 1,555: | ||
|Muscl | |Muscl | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_V | |TVD_LIMIT_V | ||
|Vertical TVD limitation | |Vertical TVD limitation | ||
Line 1,562: | Line 1,562: | ||
|Superbee | |Superbee | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_V | |TVD_LIMIT_V | ||
|Vertical TVD limitation | |Vertical TVD limitation | ||
Line 1,569: | Line 1,569: | ||
|MinMod | |MinMod | ||
|- | |- | ||
− | | | + | | Water |
− | | | + | |WaterProperties |
|TVD_LIMIT_V | |TVD_LIMIT_V | ||
|Vertical TVD limitation | |Vertical TVD limitation |
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 |