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No but possible +
No but possible +
No but possible +
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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 +
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-dimensi … 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. motion of two layers of immiscible fluid. +
Days/months. When running for more then few month the simulation time is very large. +
2,011 +
The numerical model solves the two-dimensi … 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.o the Fly River (Papua New Guinea) system. +
Alberto +
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ASCII +
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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 +
Single +
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02:18:50, 17 September 2020 +
3 +
Finite Volume two-dimensional shock-capturing model. +
Binary +
675 Commonwealth Avenue +
02215 +
false +
false +
GPL v2 +
Fortran90 +
1 hour - several days +
Through CSDMS repository +
https://github.com/csdms-contrib/fvshock +
Reach-Scale +
2009 +
Model developer +
Incidenze +