Model:WWTM: Difference between revisions
From CSDMS
m (WikiSysop moved page Model:WWTM to Temp:WWTM without leaving a redirect) |
m (Text replacement - "{{End headertab}}" to "{{End headertab}} {{{{PAGENAME}}_autokeywords}}") |
||
(9 intermediate revisions by the same user not shown) | |||
Line 2: | Line 2: | ||
|Model type=Single | |Model type=Single | ||
}} | }} | ||
{{Start models incorporated}} | |||
{{End a table}} | |||
{{Model identity2 | {{Model identity2 | ||
| | |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. | ||
Line 26: | Line 28: | ||
|Town / City=Padova | |Town / City=Padova | ||
|Postal code=35131 | |Postal code=35131 | ||
|Country= | |Country=Italy | ||
|Email address=carniello@idra.unipd.it | |Email address=carniello@idra.unipd.it | ||
|Phone=+39 049 8275757 | |Phone=+39 049 8275757 | ||
Line 39: | Line 41: | ||
|Additional town / City=Padova | |Additional town / City=Padova | ||
|Additional postal code=35131 | |Additional postal code=35131 | ||
|Additional country= | |Additional country=Italy | ||
|Additional email address=defina@idra.unipd.it | |Additional email address=defina@idra.unipd.it | ||
|Additional phone=+39 049 8275427 | |Additional phone=+39 049 8275427 | ||
Line 52: | Line 54: | ||
|Additional town / City=Padova | |Additional town / City=Padova | ||
|Additional postal code=35131 | |Additional postal code=35131 | ||
|Additional country= | |Additional country=Italy | ||
|Additional email address=dalpaos@idra.unipd.it | |Additional email address=dalpaos@idra.unipd.it | ||
|Additional fax=+39 049 8275446 | |Additional fax=+39 049 8275446 | ||
Line 75: | Line 77: | ||
}} | }} | ||
{{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.''' | ||
Line 83: | Line 86: | ||
* '''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 | |OpenMI compliant=No but possible | ||
| | |IRF interface=No but possible | ||
| | |CMT component=No but possible | ||
| | |CCA component=No but possible | ||
}} | }} | ||
{{Start coupled table}} | {{Start coupled table}} | ||
{{End a table}} | {{End a table}} | ||
{{End headertab}} | {{End headertab}} | ||
{{{{PAGENAME}}_autokeywords}} | |||
{{NOINDEX}} | |||
<!-- PLEASE USE THE "EDIT WITH FORM" BUTTON TO EDIT ABOVE CONTENTS; CONTINUE TO EDIT BELOW THIS LINE --> | <!-- PLEASE USE THE "EDIT WITH FORM" BUTTON TO EDIT ABOVE CONTENTS; CONTINUE TO EDIT BELOW THIS LINE --> | ||
==Introduction== | ==Introduction== |
Latest revision as of 20:19, 16 September 2020
WWTM
Metadata
|
|