Model:FVshock: Difference between revisions
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{{Model identity | |||
|Model type=Single | |||
}} | |||
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{{Model identity2 | |||
|ModelDomain=Coastal | |||
|Spatial dimensions=2D | |||
|Spatialscale=Reach-Scale | |||
|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. | |||
}} | |||
{{Start model keyword table}} | |||
{{Model keywords | |||
|Model keywords=hydro-morphodynamic | |||
}} | |||
{{Model keywords | |||
|Model keywords=fluvial | |||
}} | |||
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{{Modeler information | {{Modeler information | ||
|First name=Alberto | |First name=Alberto | ||
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|Postal code=02215 | |Postal code=02215 | ||
|State=Massachusetts | |State=Massachusetts | ||
|Country= | |Country=United States | ||
|Email address=canestrelli@idra.unipd.it | |Email address=canestrelli@idra.unipd.it | ||
|Phone=6174120677 | |Phone=6174120677 | ||
}} | }} | ||
{{Model technical information | {{Model technical information | ||
|Supported platforms=Linux, Windows | |Supported platforms=Linux, Windows | ||
|Programming language=Fortran90 | |Programming language=Fortran90 | ||
|Code optimized=Single Processor, | |Code optimized=Single Processor, Multiple Processors | ||
|Start year development=2009 | |Start year development=2009 | ||
|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 CSDMS repository | |Source code availability=Through CSDMS repository | ||
|Source csdms web address=https://github.com/csdms-contrib/fvshock | |||
|Program license type=GPL v2 | |Program license type=GPL v2 | ||
|Memory requirements=2 GBytes | |Memory requirements=2 GBytes | ||
|Typical run time=1 hour - several days | |Typical run time=1 hour - several days | ||
}} | }} | ||
{{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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|Describe any numerical limitations and issues=At the present I am trying to improve the wetting and drying algorithm, unphysical large velocities are sometime produced at the wet/dry front. | |Describe any numerical limitations and issues=At the present I am trying to improve the wetting and drying algorithm, unphysical large velocities are sometime produced at the wet/dry front. | ||
}} | }} | ||
{{Model testing | {{Model testing}} | ||
}} | |||
{{Users groups model | {{Users groups model | ||
|Do you have current or future plans for collaborating with other researchers?=I am presently doing a post-doctorate at Boston University with professor Sergio Fagherazzi. | |Do you have current or future plans for collaborating with other researchers?=I am presently doing a post-doctorate at Boston University with professor Sergio Fagherazzi. | ||
}} | }} | ||
{{Documentation model | {{Documentation model | ||
|Manual model available=No | |Manual model available=No | ||
}} | }} | ||
{{Additional comments model}} | {{Additional comments model}} | ||
{{CSDMS staff part | |||
|OpenMI compliant=No but possible | |||
|IRF interface=No but possible | |||
|CMT component=No but possible | |||
|CCA component=No but possible | |||
}} | |||
{{DOI information | |||
|DOI model=10.1594/IEDA/100130 | |||
|DOI assigned to model version=0.1 | |||
|DOI-year assigned to model version=2011 | |||
|DOI-filelink=https://csdms.colorado.edu/pub/models/doi-source-code/fvshock-10.1594.IEDA.100130-0.1.tar.gz | |||
}} | |||
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{{End a table}} | |||
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<!-- 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== | ||
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== History == | == History == | ||
== | == References == | ||
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== Issues == | == Issues == | ||
== Help == | == Help == | ||
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}} | |||
== Input Files == | == Input Files == | ||
== Output Files == | == Output Files == | ||
Latest revision as of 20:18, 16 September 2020
FVshock
Metadata
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|
Introduction
History
References
Nr. of publications: | 3 |
Total citations: | 221 |
h-index: | 2 |
m-quotient: | 0.13 |
Featured publication(s) | Year | Model described | Type of Reference | Citations |
---|---|---|---|---|
Canestrelli, Alberto; Siviglia, Annunziato; Dumbser, Michael; Toro, Eleuterio F.; 2009. Well-balanced high-order centred schemes for non-conservative hyperbolic systems. Applications to shallow water equations with fixed and mobile bed. Advances in Water Resources, 32, 834–844. 10.1016/j.advwatres.2009.02.006 (View/edit entry) | 2009 | FVshock |
Model overview | 129 |
See more publications of FVshock |