Forces on a Vertical Dam due to Solitary Impulse Wave Run-Up and Overtopping-Reference-Cited by-同舟云学术

Forces on a Vertical Dam due to Solitary Impulse Wave Run-Up and Overtopping

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Hess Fabian¹^ORCID,Boes Robert M.²^ORCID,Evers Frederic M.³^ORCID

Affiliation:

1. Formerly, Graduate Civil Engineer, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Zürich 8093, Switzerland. ORCID: .

2. Professor and Director, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Zürich 8093, Switzerland. ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13200

Reference46 articles.

1. Achterberg, D., J. Gotzmer, R. Spath, M. Tseng, D. Woodward, N. Miller, and S. Shipman. 1998. Federal guidelines for dam safety: Selecting and accommodating inflow design floods for dams. Washington, DC: FEMA.

2. A numerical investigation of tsunamis impacting dams

3. Tsunamis generated by fast granular landslides: 3D experiments and empirical predictors

4. The pressure distribution beneath a solitary wave reflecting on a vertical wall

5. Reflection of a high-amplitude solitary wave at a vertical wall

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