Model:FVshock: Difference between revisions

Revision as of 19:06, 16 September 2020

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Model type	Single
Model part of larger framework
Note on status model
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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,

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

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

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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	139
See more publications of FVshock

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 ==Introduction==