1923 Gleno Dam Break: Case Study and Numerical Modeling-Reference-Cited by-同舟云学术

1923 Gleno Dam Break: Case Study and Numerical Modeling

Published:2011-04 Issue:4 Volume:137 Page:480-492
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Pilotti Marco¹²³⁴,Maranzoni Andrea¹²³⁴,Tomirotti Massimo¹²³⁴,Valerio Giulia¹²³⁴

Affiliation:

1. Associate Professor, DICATA, Univ. of Brescia, Via Branze 43, 25123 Brescia, Italy (corresponding author).

2. Researcher, DICATA, Univ. of Brescia, Via Branze 43, 25123 Brescia, Italy.

3. Associate Professor, DICATA, Univ. of Brescia, Via Branze 43, 25123 Brescia, Italy.

4. Ph.D. Student, DICATA, Univ. of Brescia, Via Branze 43, 25123 Brescia, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000327

Reference46 articles.

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

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

3. Aureli F. Maranzoni A. Mignosa P. and Ziveri C. (2008b). “2D numerical modelling for hydraulic hazard assessment: A dam-break case study.” Proc. Int. Conf. on Fluvial Hydraulics River Flow 2008 Kubaba Congress Dept. and Travel Services Ankara Turkey 729–736.

4. Barnes H. H. Jr. (1967). “Roughness characteristics of natural channels.” Paper 1849 U.S. Geological Survey Water Supply Denver.

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