Model:FVshock: Difference between revisions

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{{Model identity
|Model type=Single
}}
{{Start models incorporated}}
{{End a table}}
{{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
}}
{{End a table}}
{{Modeler information
{{Modeler information
|First name=Alberto
|First name=Alberto
Line 8: Line 28:
|Postal code=02215
|Postal code=02215
|State=Massachusetts
|State=Massachusetts
|Country=USA
|Country=United States
|Email address=canestrelli@idra.unipd.it
|Email address=canestrelli@idra.unipd.it
|Phone=6174120677
|Phone=6174120677
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
{{Model identity
|Model type=Single
|Categories=Model domain, 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.
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
}}
{{Model technical information
{{Model technical information
|Supported platforms=Linux, Windows
|Supported platforms=Linux, Windows
|Programming language=Fortran90
|Programming language=Fortran90
|Code optimized=Single Processor, Parallel
|Code optimized=Single Processor, Multiple Processors
Computing
|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
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=No but possible
|CMT component=Not yet
|Memory requirements=2 GBytes
|Memory requirements=2 GBytes
|Typical run time=1 hour - several days
|Typical run time=1 hour - several days
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
}}
{{Input - Output description
{{Input - Output description
Line 58: Line 54:
|Visualization software needed?=Yes
|Visualization software needed?=Yes
|Other visualization software=Incidenze
|Other visualization software=Incidenze
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
}}
{{Process description model
{{Process description model
Line 69: Line 61:
|Describe time scale and resolution constraints=Days/months. When running for more then few month the simulation time is very large.
|Describe time scale and resolution constraints=Days/months. When running for more then few month the simulation time is very large.
|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.
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
{{Model testing
|Describe available calibration data sets=No set of calibration data yet. Comparison with exact solution are available in:
Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
}}
{{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.
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
}}
{{Documentation model
{{Documentation model
|Manual model available=No
|Manual model available=No
|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
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.
}}
}}
{{Additional comments model|Provide key papers on model if any=Canestrelli A., Siviglia N., Dumbser M., Toro E.F, (2009), Well-balanced high order non-conservative centered schemes for shallow water equations with fix and mobile bed, Advances in Water Resources, 32, 834–844,  doi:10.1016/j.advwatres.2009.02.006.
{{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
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}


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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==Introduction==
==Introduction==
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== History ==
== History ==


== Papers ==
== References  ==
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{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br>
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== Issues ==
== Issues ==


== Help ==
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}


== Input Files ==
== Input Files ==


== Output Files ==
== Output Files ==
== Download ==
== Source ==

Latest revision as of 20:18, 16 September 2020



FVshock


Metadata

Also known as
Model type Single
Model part of larger framework
Note on status model
Date note status model
Incorporated models or components:
Spatial dimensions 2D
Spatial extent Reach-Scale
Model domain Coastal
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.
Keywords:

hydro-morphodynamic, fluvial,

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 United States
Email address canestrelli@idra.unipd.it
Phone 6174120677
Fax


Supported platforms
Linux, Windows
Other platform
Programming language

Fortran90

Other program language
Code optimized Single Processor, Multiple Processors
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 2009
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status
When did you indicate the 'code development status'?
Model availability As code
Source code availability
(Or provide future intension) 		Through CSDMS repository
Source web address
Source csdms web address https://github.com/csdms-contrib/fvshock
Program license type GPL v2
Program license type other
Memory requirements 2 GBytes
Typical run time 1 hour - several days


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
Other input format
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.
Output format Binary
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? No
Describe post-processing software
Visualization software needed? Yes
If above answer is yes
Other visualization software Incidenze


Describe processes represented by the model The numerical model solves the two-dimensional shallow water equations with different modes of sediment transport. Moreover are presently implemented the Savage-Hutter type model describing avalanches of granular materials (not tested yet) and the equations governing the motion of two layers of immiscible fluid.
Describe key physical parameters and equations Momentum and continuity differential equations are solved for each layer. Closure equations are solved for bed-load discharge and entrainment/deposition.
Describe length scale and resolution constraints Hundreds of Km (the reach of a river).
Describe time scale and resolution constraints Days/months. When running for more then few month the simulation time is very large.
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 available calibration data sets
Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing


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.
Is there a manual available? No
Upload manual if available:
Model website if any
Model forum / discussion board
Comments


This part will be filled out by CSDMS staff

OpenMI compliant No but possible
BMI compliant No but possible
WMT component No but possible
PyMT component
Is this a data component
DOI model 10.1594/IEDA/100130
For model version 0.1
Year version submitted 2011
Link to file https://csdms.colorado.edu/pub/models/doi-source-code/fvshock-10.1594.IEDA.100130-0.1.tar.gz
Can be coupled with:
Model info
Authors
Alberto Canestrelli
Source code
DOI

Model citations
Nr. of publications: 3
Total citations: 221
h-index: 2
m-quotient: 0.13
QR-code
Qrcode FVshock.png
Link to this page
Other models by author


Introduction

History

References



Nr. of publications: 3
Total citations: 221
h-index: 2
m-quotient: 0.13



Featured publication(s)YearModel describedType of ReferenceCitations
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


Issues

Help

Input Files

Output Files

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