Mathematical Model TRIM-3D: Difference between revisions
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[[de: Mathematisches Verfahren TRIM-3D]] | [[de: Mathematisches Verfahren TRIM-3D]] | ||
==Short Description== | ==Short Description== | ||
The mathematical model TRIM-3D is based on the finite difference method. In contrast to the two-dimensional (depth-averaged) mathematical model [[Mathematical Model TRIM-2D|TRIM-2D]], TRIM-3D is a fully three-dimensional model. TRIM-3D was designed to solve several transient nonlinear partial differential equations (pde's). The model is actually used to study one ore more of the following physical processes: | The mathematical [[model]] [[Trim|TRIM]]-3D is based on the finite difference method. In contrast to the two-dimensional (depth-averaged) mathematical [[model]] [[Mathematical Model TRIM-2D|TRIM-2D]], [[Trim|TRIM]]-3D is a fully three-dimensional [[model]]. [[Trim|TRIM]]-3D was designed to solve several transient nonlinear partial differential equations (pde's). The [[model]] is actually used to study one ore more of the following physical processes: | ||
# transport of water (conservation of the water mass) | # transport of water (conservation of the water mass) | ||
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# transport of salinity (conservation of the dissolved salt mass) | # transport of salinity (conservation of the dissolved salt mass) | ||
The model takes into account hydrodynamic pressure in the water body (non-hydrostatic pressure distribution). A simplifying hydrostatic approximation can be alternatively used. This approximation might be useful for natural systems with negligible vertical accelerations (compared with gravity). | The [[model]] takes into account hydrodynamic pressure in the water body (non-[[hydrostatic pressure]] distribution). A simplifying hydrostatic approximation can be alternatively used. This approximation might be useful for natural systems with negligible vertical accelerations (compared with gravity). | ||
TRIM-3D was developed by Prof. V. Casulli (Trento University, Italy). In the framework of a scientific cooperation TRIM-3D has been successfully installed in the year 1996 at BAW-DHs computers. It has been integrated into BAW-DHs numerical modelling toolbox and is now used on a routine basis in the context of different real-world projects concerning estuarine flow and transport processes. Meanwhile the code of TRIM-3D has been optimized to improve performance on multiprocessor vector computers. | [[Trim|TRIM]]-3D was developed by Prof. V. Casulli (Trento University, Italy). In the framework of a scientific cooperation [[Trim|TRIM]]-3D has been successfully installed in the year 1996 at BAW-DHs computers. It has been integrated into BAW-DHs numerical modelling toolbox and is now used on a routine basis in the context of different real-world projects concerning estuarine flow and transport processes. Meanwhile the code of [[Trim|TRIM]]-3D has been optimized to improve performance on multiprocessor vector computers. | ||
There exists a up to now no Standard Validation Document for TRIM-3D which would provide the potential user with information about the capabilities and limitations of the model. | There exists a up to now no Standard Validation Document for [[Trim|TRIM]]-3D which would provide the potential user with information about the capabilities and limitations of the [[model]]. | ||
==Preprocessors== | ==Preprocessors== | ||
* [[Generation of Boundary Conditions]] | * [[Generation of Boundary Conditions]] | ||
* [[Generation and Modification of Computational Grids]] | * [[Generation and Modification of Computational Grids]] | ||
==Programs for Simulation== | ==Programs for Simulation== | ||
* [[TR2VOR]]: generation of a compact version of the bathymetry-file together with some index arrays which are required during the simulation run for optimal performance on vector computers | * [[TR2VOR]]: generation of a compact version of the bathymetry-file together with some [[index]] arrays which are required during the simulation run for optimal performance on vector computers | ||
* [[TR2LQ2]]: generation of a profile topography which is necessary to output results from a TRIM-3D simulation run along profiles | * [[TR2LQ2]]: generation of a profile topography which is necessary to output results from a [[Trim|TRIM]]-3D simulation run along profiles | ||
* [[TRIM-3D]]: simulation run | * [[TRIM-3D]]: simulation run | ||
==Postprocessors== | ==Postprocessors== | ||
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* [[VVIEW2D]]: graphical representation of CFD-data for vertical sections | * [[VVIEW2D]]: graphical representation of CFD-data for vertical sections | ||
==General Data Flow== | ==General Data Flow== | ||
[http://www.baw.de/downloads/wasserbau/mathematische_verfahren/Modellverfahren/pdf/trim3d-de.pdf Graphical representation] of general flow of data related to a TRIM-3D application (with German text only). This graphical representation is also available in [http://www.baw.de/downloads/wasserbau/mathematische_verfahren/Modellverfahren/eps/trim3d-de1.eps Encapsulated PostScript Format]. | [http://www.baw.de/downloads/wasserbau/mathematische_verfahren/Modellverfahren/pdf/trim3d-de.pdf Graphical representation] of general flow of data related to a [[Trim|TRIM]]-3D application (with German text only). This graphical representation is also available in [http://www.baw.de/downloads/wasserbau/mathematische_verfahren/Modellverfahren/eps/trim3d-de1.eps Encapsulated PostScript Format]. | ||
==Example Applications== | ==Example Applications== | ||
* [[Characteristic Numbers of Salinity (independent of tides)|tide independent characteristic numbers of salinity for a cross section in the Ems Estuary]]. | * [[Characteristic Numbers of Salinity (independent of tides)|tide independent characteristic numbers of salinity for a cross section in the Ems Estuary]]. | ||
* | * propagation of short waves in a [[harbour]] basin (text available in German only) | ||
* | * Animations of salinity and flow velocity in the Außenems [[estuary]] | ||
* [http://www.baw.de/downloads/wasserbau/mathematische_verfahren/Modellverfahren/pdf/trim3d-les.pdf A Second Order Lagrangian Method for Large Eddy Simulation] | * [http://www.baw.de/downloads/wasserbau/mathematische_verfahren/Modellverfahren/pdf/trim3d-les.pdf A Second Order Lagrangian Method for Large Eddy Simulation] | ||
* | * secondary currents in river turns, first results related to the project ''Minimierung der Unterhaltungsmaßnahmen im Bereich des Blexer Bogens'' (Lower Weser [[Estuary]]) --- available in German only | ||
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Latest revision as of 09:29, 21 October 2022
Short Description
The mathematical model TRIM-3D is based on the finite difference method. In contrast to the two-dimensional (depth-averaged) mathematical model TRIM-2D, TRIM-3D is a fully three-dimensional model. TRIM-3D was designed to solve several transient nonlinear partial differential equations (pde's). The model is actually used to study one ore more of the following physical processes:
- transport of water (conservation of the water mass)
- transport of linear momentum (conservation of linear momentum)
- transport of salinity (conservation of the dissolved salt mass)
The model takes into account hydrodynamic pressure in the water body (non-hydrostatic pressure distribution). A simplifying hydrostatic approximation can be alternatively used. This approximation might be useful for natural systems with negligible vertical accelerations (compared with gravity).
TRIM-3D was developed by Prof. V. Casulli (Trento University, Italy). In the framework of a scientific cooperation TRIM-3D has been successfully installed in the year 1996 at BAW-DHs computers. It has been integrated into BAW-DHs numerical modelling toolbox and is now used on a routine basis in the context of different real-world projects concerning estuarine flow and transport processes. Meanwhile the code of TRIM-3D has been optimized to improve performance on multiprocessor vector computers.
There exists a up to now no Standard Validation Document for TRIM-3D which would provide the potential user with information about the capabilities and limitations of the model.
Preprocessors
Programs for Simulation
- TR2VOR: generation of a compact version of the bathymetry-file together with some index arrays which are required during the simulation run for optimal performance on vector computers
- TR2LQ2: generation of a profile topography which is necessary to output results from a TRIM-3D simulation run along profiles
- TRIM-3D: simulation run
Postprocessors
- Conversion of Computed Results: general purpose prostprocessors for the conversion of data.
- Analysis of Calculated Results: tidal characteristic numbers, tide-independent characteristic numbers, tidal harmonic analysis and comparative analysis.
- Spread-Sheet Calculations for Computed Results: application of the spread-sheet program MS Excel (TM) to display and modify computed results.
- TR3MODATE: modification of date and time in a hydrodynamic results file if this hydrodynamic state should be used as initial state for a different date
- TR3KACHEL: generation of sections (tiles); topography as well as data are cut into pieces out of the result files for the entire computational domain for any desired section (tile).
- GVIEW2D: graphical display of time series at selected locations
- LQ2PRO: Visualization of data along profiles
- HVIEW2D: graphical display of 2D synoptic or data analyses results
- VVIEW2D: graphical representation of CFD-data for vertical sections
General Data Flow
Graphical representation of general flow of data related to a TRIM-3D application (with German text only). This graphical representation is also available in Encapsulated PostScript Format.
Example Applications
- tide independent characteristic numbers of salinity for a cross section in the Ems Estuary.
- propagation of short waves in a harbour basin (text available in German only)
- Animations of salinity and flow velocity in the Außenems estuary
- A Second Order Lagrangian Method for Large Eddy Simulation
- secondary currents in river turns, first results related to the project Minimierung der Unterhaltungsmaßnahmen im Bereich des Blexer Bogens (Lower Weser Estuary) --- available in German only
back to Mathematical Models for Coastal Areas and Estuaries