Impulse Wave Overtopping at Rigid Dam Structures-Reference-Cited by-同舟云学术

Impulse Wave Overtopping at Rigid Dam Structures

Published:2017-06 Issue:6 Volume:143 Page:04017002
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Kobel Johannes¹^ORCID,Evers Frederic M.²^ORCID,Hager Willi H.³

Affiliation:

1. Formerly Research Assistant, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, 8093 Zurich, Switzerland (corresponding author). ORCID: .

2. Doctoral Researcher, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, 8093 Zurich, Switzerland. ORCID: .

3. Professor, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, 8093 Zurich, Switzerland.

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.1943-7900.0001271

Reference25 articles.

1. Achterberg D. Gotzmer J. W. Spath R. Tseng M. Woodward D. E. Miller N. and Shipman S. A. (1998). “Federal guidelines for dam safety: selecting and accommodating inflow design floods for dams.” Dept. of Homeland Security Federal Emergency Management Agency Washington DC.

2. Numerical Model of Wave Run-Up, Overtopping, and Regeneration

3. Fuchs H. (2013). “Solitary impulse wave run-up and overland flow.” Ph.D. thesis ETH Zurich Zürich Switzerland.

4. Solitary Impulse Wave Transformation to Overland Flow

5. The 1963 Vaiont landslide;Genevois R.;Giornale di Geologia Applicata,2005

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