Spillway Collapse of the Montedoglio Dam on the Tiber River, Central Italy: Data Collection and Event Analysis

Author:

Moramarco Tommaso1,Barbetta Silvia2,Pandolfo Claudia3,Tarpanelli Angelica2,Berni Nicola3,Morbidelli Renato4

Affiliation:

1. Researcher, National Research Council, Research Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy (corresponding author).

2. Researcher, National Research Council, Research Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy.

3. Engineer, Umbria Region Functional Centre, Via Romana Vecchia, 06034 Foligno (Perugia), Italy.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via Duranti 93, 06125 Perugia, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference23 articles.

1. Ackerman C. T. Jensen M. R. and Brunner G. W. (2010). “Geospatial capabilities of HEC-RAS for model development and mapping.” Proc. 2nd Joint Federal Interagency Conf. (9th Federal Interagency Sedimentation Conf. and 4th Federal Interagency Hydrologic Modeling Conf.) (CD-ROM) Las Vegas NV.

2. Assessing the uncertainty in distributed model predictions using observed binary pattern information within GLUE

3. Bani B. et al. (2006). “Experimental release from the bottom outlets of the 460 Montedoglio dam.” Technical Rep. 1 Irrigation Agency of Umbria and Tuscany (in Italian).

4. Berni N. et al. (2009). “Coupling hydrological and hydraulic modeling for a reliable flood risk mitigation activities in the Upper-Medium Tiber River basin.” EGU2009 European Geosciences Union—General assembly 2009 Vienna Austria Vol. 11 EGU2009-9498-3.

5. Selecting the optimal design flood;Castorani A.;Int. J. Hydropower Dams,1995

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