Model:FVshock: Difference between revisions

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|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 identity
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|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.
|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
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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 owner
|Source code availability=Through CSDMS repository
|Program license type=GPL v2
|Program license type=GPL v2
|OpenMI compliant=No but possible
|OpenMI compliant=No but possible
|CCA component=No but possible
|CCA component=No but possible
|IRF interface=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
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|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
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|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
{{Model testing
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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, (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.
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
|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
|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.
|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.
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
}}
}}
{{Additional comments model}}
{{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.
 
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==

Revision as of 17:50, 28 February 2011

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


Metadata

Summary

Also known as
Model type Single
Model part of larger framework
Note on status model
Date note status model

Technical specs

Supported platforms
Linux, Windows
Other platform
Programming language

Fortran90

Other program language
Code optimized Single Processor, Parallel

Computing"Parallel </br>Computing" is not in the list (Single Processor, Multiple Processors) of allowed values for the "Code optimized" property.

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
Program license type GPL v2
Program license type other
Memory requirements 2 GBytes
Typical run time 1 hour - several days


In/Output

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


Process

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.


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.

Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing


Other

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

Introduction

History

Papers

Issues

Help

Input Files

Output Files

Download

Source

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