Articles | Volume 13, issue 11
https://doi.org/10.5194/nhess-13-2991-2013
© Author(s) 2013. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-13-2991-2013
© Author(s) 2013. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Reduction of maximum tsunami run-up due to the interaction with beachfront development – application of single sinusoidal waves
N. Goseberg
Franzius-Institute for Hydraulic, Waterways and Coastal Engineering, Leibniz University Hanover, Nienburger Str. 4, 30167 Hanover, Germany
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- SPH modeling of dam-break bores on smooth and macro-roughness slopes C. Chang & Y. Wu 10.1016/j.oceaneng.2023.114484
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- A comprehensive review on structural tsunami countermeasures J. Oetjen et al. 10.1007/s11069-022-05367-y
- Full-scale CFD simulation of tsunamis. Part 1: Model validation and run-up B. Larsen & D. Fuhrman 10.1016/j.coastaleng.2019.04.012
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- Influence of Orientation and Arrangement of Structures on Tsunami Impact Forces: Numerical Investigation with Smoothed Particle Hydrodynamics G. Pringgana et al. 10.1061/(ASCE)WW.1943-5460.0000629
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- Experimental Investigations of Debris Dynamics over a Horizontal Plane I. Nistor et al. 10.1061/(ASCE)WW.1943-5460.0000371
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