Case Study: Numerical Simulations of Debris Flow below Stože, Slovenia

Author:

Četina Matjaž12344,Rajar Rudi12344,Hojnik Tomaž12344,Zakrajšek Majda12344,Krzyk Mario12344,Mikoš Matjaž12344

Affiliation:

1. Associate Professor, Faculty of Civil and Geodetic Engineering (FGG), Univ. of Ljubljana, Hajdrihova 28, 1000 Ljubljana, Slovenia.

2. Professor, FGG, Univ. of Ljubljana, Hajdrihova 28, 1000 Ljubljana, Slovenia.

3. Civil Engineer, Vodnogospodarski Biro, Glavni trg 19c, 2000 Maribor, Slovenia.

4. Civil Engineer, FGG, Univ. of Ljubljana, Hajdrihova 28, 1000 Ljubljana, Slovenia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference26 articles.

1. Two-dimensional modelling of free surface flow;Četina M.;Acta hydrotechnica,2000

2. Četina M. and Krzyk M. (2002). “A depth-averaged mathematical model of a river flow around bridge piers.” Proc. 9th Int. Conf. on Hydraulic Information Management—HYDROSOFT IX Montreal 163–172.

3. Četina M. and Rajar R. (1994). “Two-dimensional dam-break flow simulation in a sudden enlargement.” Proc. Int. Conf. Modelling of Flood Propagation over Initially Dry Areas P. Molinaro and L. Natale eds. Milan Italy 268–282.

4. Četina M. Rajar R. and Zakrajšek M. (1996). “Recent developments in dam-break flow computations in Slovenia.” Proc. Int. Symp. INTERPRAEVENT Garmisch-Partenkirchen Germany 24.–28.6 (Int. Research Society Interpraevent 5 89–98).

5. Recognition, classification and mechanical description of debris flows

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