Model:FVshock: Difference between revisions
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Acanestrelli (talk | contribs) (Created page with '{{Modeler information |First name=Alberto |Last name=Canestrelli |Type of contact=Model developer |Institute / Organization=Boston University |Postal address 1=675 Commonwealth A…') |
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|Spatialscale=Reach-Scale | |Spatialscale=Reach-Scale | ||
|One-line model description=Finite Volume two-dimensional shock-capturing model. | |One-line model description=Finite Volume two-dimensional shock-capturing model. | ||
|Extended model description=The numerical model solves the two-dimensional shallow water equations with different modes of sediment transport (bed-load and suspended load) (Canestrelli et al. 2009, Canestrelli et al, 2010). The scheme solves the system of partial differential equations cast in a non-conservative form, but it has the important characteristic of reducing automatically to a conservative scheme if the underlying system of equations is a conservation law. The scheme thus belongs to the so-called category of “shock-capturing” schemes. At the present I am adding a new module for the computation of mud flows, and I want to apply the model to the Fly River (Papua New Guinea) system. | |Extended model description=The numerical model solves the two-dimensional shallow water equations with different modes of sediment transport (bed-load and suspended load) (Canestrelli et al. 2009, Canestrelli et al, 2010). The scheme solves the system of partial differential equations cast in a non-conservative form, but it has the important characteristic of reducing automatically to a conservative scheme if the underlying system of equations is a conservation law. The scheme thus belongs to the so-called category of “shock-capturing” schemes. At the present I am adding a new module for the computation of mud flows, and I want to apply the model to the Fly River (Papua New Guinea) system. | ||
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{{Model technical information | {{Model technical information | ||
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|Does model development still take place?=Yes | |Does model development still take place?=Yes | ||
|Model availability=As code | |Model availability=As code | ||
|Source code availability=Through | |Source code availability=Through owner | ||
|Program license type=GPL v2 | |Program license type=GPL v2 | ||
|OpenMI compliant=No but possible | |OpenMI compliant=No but possible | ||
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{{Input - Output description | {{Input - Output description | ||
|Describe input parameters=A long list of coefficient depending on the differential equations that are being solved and on the chosen closure relationships. | |Describe input parameters=A long list of coefficient depending on the differential equations that are being solved and on the chosen closure relationships. | ||
|Input format=ASCII | |Input format=ASCII | ||
|Describe output parameters=depth, liquid and solid discharges along x and y. In the multi-layer version(under development), these are provided for each layer. | |Describe output parameters=depth, liquid and solid discharges along x and y. In the multi-layer version(under development), these are provided for each layer. | ||
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Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2010), Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed , Advances in Water Resources, 33, 291-303, doi:10.1016/j.advwatres.2009.12.006. | Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2010), Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed , Advances in Water Resources, 33, 291-303, doi:10.1016/j.advwatres.2009.12.006. | ||
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{{Users groups model | {{Users groups model | ||
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Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2010), Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed , Advances in Water Resources, 33, 291-303, doi:10.1016/j.advwatres.2009.12.006. | Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2010), Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed , Advances in Water Resources, 33, 291-303, doi:10.1016/j.advwatres.2009.12.006. | ||
|Manual model available=No | |Manual model available=No | ||
}} | }} | ||
Revision as of 16:49, 21 September 2010
Contact
| Name | Alberto Canestrelli |
| Type of contact | Model developer |
| Institute / Organization | Boston University |
| Postal address 1 | 675 Commonwealth Avenue |
| Postal address 2 | |
| Town / City | Boston |
| Postal code | 02215 |
| State | Massachusetts |
| Country | USA"USA" is not in the list (Afghanistan, Albania, Algeria, Andorra, Angola, Antigua and Barbuda, Argentina, Armenia, Australia, Austria, ...) of allowed values for the "Country" property. |
| Email address | canestrelli@idra.unipd.it |
| Phone | 6174120677 |
| Fax |
FVshock
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