1 Tasks 4.1 4.2 CUDAM - Department of Civil and Environmental Engineering University of Trento Louvain-la-Neuve, Nov 5 th -7 th 2003 IMPACT Investigation.

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1 Tasks CUDAM - Department of Civil and Environmental Engineering University of Trento Louvain-la-Neuve, Nov 5 th -7 th 2003 IMPACT Investigation of Extreme Flood Processes & Uncertainty Composition of the group: a.armanini c.dalrì r.fabrizi m.giuliani l.fraccarollo m.larcher g.rosatti

2 Experimental installation Conveyer belt High slope tilting channel

3 Flow regimes immaturemature plugrigid bed

4 Collisional regime Added mass (Lamb, 1932)

5 Bagnold (1954)

6 Mechanical energy balance

7 Bimodal material: quasi-uniform conditions and adaptation

8 Erosional Dam Break

9 Theoretical and physical Solutions Erosional Dam Break Fraccarollo L., Capart, H., "Riemann wave description of erosional dam-break flows", Journal of Fluid Mechanics, 461, , Fraccarollo L., Capart, H. and Zech, Y., "A Godunov method for the computation of erosional shallow water transient", Int. Journal of Numerical Methods in Fluids, 41: , 2003.

10 Experimental assessment of the self-similarity

11 Use of finer sedimentTwo-dimensional effects near to the front

12 Dam-break with different initial conditions

13 Comparison analytical-physical solutions

14 Measurements of the variable profiles

15 Immature debris flow:

16 Mass entrainment and transport phenomena

17 Tasks CUDAM - Department of Civil and Environmental Engineering University of Trento Louvain-la-Neuve, Nov 5 th -7 th 2003 IMPACT Investigation of Extreme Flood Processes & Uncertainty Composition of the group: a.armanini c.dalrì r.fabrizi m.giuliani l.fraccarollo m.larcher g.rosatti