Model:WWTM: Difference between revisions
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|Model type=Single | |Model type=Single | ||
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{{Model identity2 | {{Model identity2 | ||
|ModelDomain=Coastal | |ModelDomain=Coastal | ||
|Spatial dimensions=2D | |Spatial dimensions=2D | ||
|Spatialscale= | |Spatialscale=Landscape-Scale, Regional-Scale | ||
|One-line model description=The | |One-line model description=The WWTM (Wind Wave Tidal Model) has been developed to describe hydrodynamic and wind-wave generation and propagation within shallow tidal environments | ||
|Extended model description=The hydrodynamic module of WWTM solves the shallow water equations modified through the introduction of a refined sub-grid model of topography to deal with flooding and drying processes in irregular domains (Defina, 2000). The numerical model, which uses finite-element technique and discretizes the domain with triangular elements, has been extensively tested in recent years in the Venice lagoon, Italy (D’Alpaos and Defina, 2007, Carniello et al., 2005; Carniello et al., 2009). | |Extended model description=The hydrodynamic module of WWTM solves the shallow water equations modified through the introduction of a refined sub-grid model of topography to deal with flooding and drying processes in irregular domains (Defina, 2000). The numerical model, which uses finite-element technique and discretizes the domain with triangular elements, has been extensively tested in recent years in the Venice lagoon, Italy (D’Alpaos and Defina, 2007, Carniello et al., 2005; Carniello et al., 2009). | ||
For the wind wave modulel the wave action conservation equation is used, solved numerically with a finite volume scheme, and fully coupled with the hydrodynamic module (see Carniello et al. 2005). The two modules share the same computational grid. | For the wind wave modulel the wave action conservation equation is used, solved numerically with a finite volume scheme, and fully coupled with the hydrodynamic module (see Carniello et al. 2005). The two modules share the same computational grid. | ||
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{{Documentation model | {{Documentation model | ||
|Manual model available=No | |||
|Provide key papers on model if any=Key Papers: | |Provide key papers on model if any=Key Papers: | ||
* '''Defina, A., 2000. Two-dimensional shallow water equations for partially dry areas, Water Resour. Res., 36, 3251– 3264.''' | * '''Defina, A., 2000. Two-dimensional shallow water equations for partially dry areas, Water Resour. Res., 36, 3251– 3264.''' | ||
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* '''Carniello, L., A. D’Alpaos, and A. Defina, 2009a. Simulation of wind waves in shallow microtidal basins: Application to the Venice Lagoon, Italy. Proceedings of 6th IAHR Symposium on River, Coastal and Estuarine Morphodynamics: RCEM 2009 – Vionnet C.A., Garcia M.H., Latrubesse E.M. and Perillo G.M.E. editors. Taylor & Francis Group, London, ISBN 978-0-415-55426-8, Vol. (2), pp. 907-912.''' | * '''Carniello, L., A. D’Alpaos, and A. Defina, 2009a. Simulation of wind waves in shallow microtidal basins: Application to the Venice Lagoon, Italy. Proceedings of 6th IAHR Symposium on River, Coastal and Estuarine Morphodynamics: RCEM 2009 – Vionnet C.A., Garcia M.H., Latrubesse E.M. and Perillo G.M.E. editors. Taylor & Francis Group, London, ISBN 978-0-415-55426-8, Vol. (2), pp. 907-912.''' | ||
}} | }} | ||
{{Additional comments model}} | {{Additional comments model}} | ||
{{CSDMS staff part | {{CSDMS staff part | ||
|OpenMI compliant=No but possible | |OpenMI compliant=No but possible | ||
|IRF interface=No but possible | |IRF interface=No but possible | ||
|CMT component=No but possible | |CMT component=No but possible | ||
|CCA component=No but possible | |||
}} | }} | ||
{{Start coupled table}} | {{Start coupled table}} |
Revision as of 08:26, 27 November 2019
WWTM
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