Dam-Break Flows: Acquisition of Experimental Data through an Imaging Technique and 2D Numerical Modeling

Author:

Aureli Francesca1234,Maranzoni Andrea1234,Mignosa Paolo1234,Ziveri Chiara1234

Affiliation:

1. Researcher, DICATeA, Univ. of Parma, Viale G. P. Usberti 181/A, 43100 Parma, Italy.

2. Researcher, DICATA, Univ. of Brescia, Via Branze 43, 25123 Brescia, Italy. E-mail: andrea.maranzoni@ing.unibs.it

3. Full Professor, DICATeA, Univ. of Parma, Viale G. P. Usberti 181/A, 43100 Parma, Italy. E-mail: paolo.mignosa@unipr.it

4. Ph.D. Student, DICATeA, Univ. of Parma, Viale G. P. Usberti 181/A, 43100 Parma, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference38 articles.

1. Description of the Tous Dam break case study (Spain)

2. Aureli F. Maranzoni A. and Mignosa P. (2004). “Two dimensional modeling of rapidly varying flows by finite volume schemes.” Proc. 2nd Int. Conf. on Fluvial Hydraulics Balkema Lisse The Netherlands 837–847.

3. Aureli F. Maranzoni A. Mignosa P. and Ziveri C. (2006). “Fully-2D and quasi-2D modeling of flooding scenarios due to embankment failure.” Proc. Int. Conf. on Fluvial Hydraulics Taylor & Francis London 1473–1482.

4. Aureli F. Maranzoni A. Mignosa P. and Ziveri C. (2007). “A weighted surface-depth gradient method for the solution of the 2D shallow water equations.” Proc. 32nd Congress of IAHR (CD-ROM) Corila Venice.

5. Aureli F. and Mignosa P. (2002). “Rapidly varying flows due to levee-breaking.” Proc. 1st Int. Conf. on Fluvial Hydraulics Balkema Lisse The Netherlands 459–466.

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