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No but possible  +
235  +
Boston  +
No but possible  +
No but possible  +
Single Processor  +  and Multiple Processors  +
United States  +
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16:35:49, 15 September 2010  +
I am presently doing a post-doctorate at Boston University with professor Sergio Fagherazzi.  +
https://csdms.colorado.edu/pub/models/doi-source-code/fvshock-10.1594.IEDA.100130-0.1.tar.gz  +
10.1594/IEDA/100130  +
A long list of coefficient depending on the differential equations that are being solved and on the chosen closure relationships.  +
Momentum and continuity differential equations are solved for each layer. Closure equations are solved for bed-load discharge and entrainment/deposition.  +
Hundreds of Km (the reach of a river).  +
At the present I am trying to improve the wetting and drying algorithm, unphysical large velocities are sometime produced at the wet/dry front.  +
depth, liquid and solid discharges along x and y. In the multi-layer version(under development), these are provided for each layer.  +
The numerical model solves the two-dimensiThe 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. motion of two layers of immiscible fluid.  +
Days/months. When running for more then few month the simulation time is very large.  +
The numerical model solves the two-dimensiThe 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.o the Fly River (Papua New Guinea) system.  +
Alberto  +
2  +
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Boston University  +
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Canestrelli  +
0.12  +
2 GBytes  +
Coastal  +
volume  +, finite  +, model  +, two-dimensional shallow water  +, shallow water equations  +, numerical model solves  +, sediment transport  +, bed-load and suspended  +, suspended load  +, two-dimensional shallow  +, shallow water  +, modes of sediment  +, canestrelli  +, solves the two-dimensional  +, water equations  +, partial differential equations  +, differential equations cast  +, numerical model  +, hydro-morphodynamic  +, fluvial  +  and fvshock  +
As code  +
hydro-morphodynamic  +  and fluvial  +
Single  +
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02:18:50, 17 September 2020  +
3  +
Finite Volume two-dimensional shock-capturing model.  +
6174120677  +
675 Commonwealth Avenue  +
02215  +
Fortran90  +
1 hour - several days  +
Through CSDMS repository  +
https://github.com/csdms-contrib/fvshock  +
Reach-Scale  +
Massachusetts  +
Linux  +  and Windows  +
Model developer  +