Difference between revisions of "ImposedSolution"
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| − | The idea behind the imposed solution, is the ability to load pre-calculated hydrodynamic and waterproperties values from hdf5 files. Typically is used to run lagrangian tracers in off-line mode, to run submodels from hdf5 output windows, to calculate [[Residual|residual fields]] of velocity and water level, as well as the [[Energy|energy]] timeserie. | + | The idea behind the imposed solution, is the ability to load pre-calculated hydrodynamic and waterproperties values from hdf5 files. Typically is used to run lagrangian tracers in off-line mode, to run submodels from [[Module_Hydrodynamic#Window_Area_.28HDF5_format.29 | hydrodynamic]] and [[Module_WaterProperties#Window_Area_.28HDF5_format.29| waterproperties]] hdf5 output windows, to calculate [[Residual|residual fields]] of velocity and water level, as well as the [[Energy|energy]] timeserie. |
==Sample configuration== | ==Sample configuration== | ||
| + | |||
| + | The geometry_X.dat should correspond to the one found in the HDF5 file, and in case that the window file does not include a bottom layer then a keyword should be included in the file indicating that is a window file | ||
| + | |||
| + | WINDOW : 0/1 (Default 0, if 1 does not check the consistency of the bottom layer) | ||
| + | |||
| + | In addition, the hydrodynamic, interface sediment water and water properties data file should be configured following the inditacions below. A typical file for the hydrodyamic_x.dat would be similar to: | ||
| + | |||
| + | EVOLUTION : Imposed Solution | ||
| + | |||
| + | <begin_waterlevel> | ||
| + | NAME : water level | ||
| + | UNITS : m | ||
| + | DIMENSION : 2D | ||
| + | DEFAULTVALUE : 0 | ||
| + | INITIALIZATION_METHOD : hdf | ||
| + | FILE_IN_TIME : hdf | ||
| + | FILENAME : ... (location of the hdf5 file to be imposed) | ||
| + | <end_waterlevel> | ||
| + | |||
| + | <begin_velocity_u> | ||
| + | NAME : velocity U | ||
| + | UNITS : m/s | ||
| + | DIMENSION : 3D | ||
| + | DEFAULTVALUE : 0 | ||
| + | INITIALIZATION_METHOD : hdf | ||
| + | FILE_IN_TIME : hdf | ||
| + | FILENAME : ... (location of the hdf5 file to be imposed) | ||
| + | <end_velocity_u> | ||
| + | |||
| + | <begin_velocity_v> | ||
| + | NAME : velocity V | ||
| + | UNITS : m/s | ||
| + | DIMENSION : 3D | ||
| + | DEFAULTVALUE : 0 | ||
| + | INITIALIZATION_METHOD : hdf | ||
| + | FILE_IN_TIME : hdf | ||
| + | FILENAME : ... (location of the hdf5 file to be imposed) | ||
| + | <end_velocity_v> | ||
| + | |||
| + | The InterfaceSedimentWater_X.dat should be configured as: | ||
| + | |||
| + | <begin_rugosity> | ||
| + | DEFAULTVALUE : 0.0 | ||
| + | <end_rugosity> | ||
| + | |||
| + | The Waterproperties_X.dat file has to be configured using the following indications for each property: | ||
| + | |||
| + | <beginproperty> | ||
| + | NAME : ... (Water property name) | ||
| + | UNITS : ... (Water property units) | ||
| + | DEFAULTVALUE : ... (Water property default value. Not used but mandatory) | ||
| + | ADVECTION_DIFFUSION : 0 | ||
| + | DIMENSION : 2D/3D (Dimension of the property) | ||
| + | INITIALIZATION_METHOD : hdf | ||
| + | FILE_IN_TIME : hdf | ||
| + | FILENAME : ... (location of the hdf5 file to be imposed) | ||
| + | <endproperty> | ||
| + | |||
| + | <beginproperty> | ||
| + | ... | ||
| + | ... | ||
| + | <endproperty> | ||
==See also== | ==See also== | ||
Latest revision as of 16:50, 8 May 2012
The idea behind the imposed solution, is the ability to load pre-calculated hydrodynamic and waterproperties values from hdf5 files. Typically is used to run lagrangian tracers in off-line mode, to run submodels from hydrodynamic and waterproperties hdf5 output windows, to calculate residual fields of velocity and water level, as well as the energy timeserie.
Sample configuration
The geometry_X.dat should correspond to the one found in the HDF5 file, and in case that the window file does not include a bottom layer then a keyword should be included in the file indicating that is a window file
WINDOW : 0/1 (Default 0, if 1 does not check the consistency of the bottom layer)
In addition, the hydrodynamic, interface sediment water and water properties data file should be configured following the inditacions below. A typical file for the hydrodyamic_x.dat would be similar to:
EVOLUTION : Imposed Solution <begin_waterlevel> NAME : water level UNITS : m DIMENSION : 2D DEFAULTVALUE : 0 INITIALIZATION_METHOD : hdf FILE_IN_TIME : hdf FILENAME : ... (location of the hdf5 file to be imposed) <end_waterlevel> <begin_velocity_u> NAME : velocity U UNITS : m/s DIMENSION : 3D DEFAULTVALUE : 0 INITIALIZATION_METHOD : hdf FILE_IN_TIME : hdf FILENAME : ... (location of the hdf5 file to be imposed) <end_velocity_u> <begin_velocity_v> NAME : velocity V UNITS : m/s DIMENSION : 3D DEFAULTVALUE : 0 INITIALIZATION_METHOD : hdf FILE_IN_TIME : hdf FILENAME : ... (location of the hdf5 file to be imposed) <end_velocity_v>
The InterfaceSedimentWater_X.dat should be configured as:
<begin_rugosity> DEFAULTVALUE : 0.0 <end_rugosity>
The Waterproperties_X.dat file has to be configured using the following indications for each property:
<beginproperty> NAME : ... (Water property name) UNITS : ... (Water property units) DEFAULTVALUE : ... (Water property default value. Not used but mandatory) ADVECTION_DIFFUSION : 0 DIMENSION : 2D/3D (Dimension of the property) INITIALIZATION_METHOD : hdf FILE_IN_TIME : hdf FILENAME : ... (location of the hdf5 file to be imposed) <endproperty> <beginproperty> ... ... <endproperty>
