Controls on the breach geometry and flood hydrograph during overtopping of noncohesive earthen dams

Author:

Walder Joseph S.1,Iverson Richard M.1,Godt Jonathan W.2,Logan Matthew1,Solovitz Stephen A.3

Affiliation:

1. U.S. Geological Survey, Cascades Volcano Observatory; Vancouver Washington USA

2. U.S. Geological Survey; Golden Colorado USA

3. School of Engineering and Computer Science, Washington State University-Vancouver; Vancouver Washington USA

Funder

US Geological Survey

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Reference56 articles.

1. Al-Riffai , M. 2014

2. Al-Riffai , M. I. Nistor 2013 Proceedings of the 21st Canadian Hydrotechnical Conference

3. Andrews , D. P. 1998

4. An expression for the water-sediment moving layer in unsteady flows valid for open channels and embankments;Berta;Nat. Hazards Earth Syst. Sci.,2010

5. Landslide dam failure and flood hydraulics. Part I: Experimental investigation;Cao;Nat. Hazards,2011

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