Research Article

A Benchmark Analytical Solution for Landslide Tsunamis

Number: 25 August 31, 2021
TR EN

A Benchmark Analytical Solution for Landslide Tsunamis

Abstract

An analytical solution is developed to model propagation of tsunami waves generated by underwater landslides. The proposed solution could particularly be used for validation of experimental and numerical models, since it allows imposition of block-type bottom profiles. Tsunami run-up, that is, time series of water elevations at the initial shoreline, and its maximum is calculated through the proposed analytical model. Effects of steepness of the bottom profile and slide length on the maximum run-up are also analyzed.

Keywords

References

  1. Bowering, R. J. (1970). Landslide generated waves: a laboratory study. Master’s thesis, Queen’s University, Kingston, Ontario, Canada.
  2. Das, M. M. and Wiegel, R. L. (1972). Waves generated by horizontal motion of a wall. J. Waterw. Harbors Coastal Eng. Div. Am. Soc. Civ. Eng., 98, 49-65.
  3. Di Risio, M., Bellotti, G., Panizzo, A., and De Girolamo, P. (2009). Three-dimensional experiments on landslide generated waves at a sloping coast. Coastal Engineering, 134, 53-60.
  4. Di Risio, M. and Sammarco, P. (2003). Analytical modeling of landslide-generated waves. Journal of Waterway, Port, Coastal, and Ocean Engineering, 134, 53-60.
  5. Fritz, H. M., Hager, W. H., and Minor, H.-E. (2004). Near field characteristics of landslide generated impulse waves. Journal of Waterway, Port, Coastal, and Ocean Engineering, 130 (6), 287-302.
  6. Fuchs, H., Winz, E., and Hager, W. H. (2004). Underwater landslide characteristics from 2D laboratory modeling. Journal of Waterway, Port, Coastal, and Ocean Engineering, 139 (6), 480-488.
  7. Heller, V. and Spinneken, J. (2013). Improved landslide-tsunami prediction: Effects of block model parameters and slide model. Journal of Geophysical Research: Oceans, 118, 1489-1507.
  8. Kamphuis, J. W., and R. J. Bowering. (1970). Impulse waves generated by landslides, In Proceedings of 11th Coastal Engineering Conference, 575-588.

Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Publication Date

August 31, 2021

Submission Date

February 18, 2021

Acceptance Date

August 3, 2021

Published in Issue

Year 2021 Number: 25

APA
Aydın, B. (2021). A Benchmark Analytical Solution for Landslide Tsunamis. Avrupa Bilim Ve Teknoloji Dergisi, 25, 697-701. https://doi.org/10.31590/ejosat.882503
AMA
1.Aydın B. A Benchmark Analytical Solution for Landslide Tsunamis. EJOSAT. 2021;(25):697-701. doi:10.31590/ejosat.882503
Chicago
Aydın, Baran. 2021. “A Benchmark Analytical Solution for Landslide Tsunamis”. Avrupa Bilim Ve Teknoloji Dergisi, nos. 25: 697-701. https://doi.org/10.31590/ejosat.882503.
EndNote
Aydın B (August 1, 2021) A Benchmark Analytical Solution for Landslide Tsunamis. Avrupa Bilim ve Teknoloji Dergisi 25 697–701.
IEEE
[1]B. Aydın, “A Benchmark Analytical Solution for Landslide Tsunamis”, EJOSAT, no. 25, pp. 697–701, Aug. 2021, doi: 10.31590/ejosat.882503.
ISNAD
Aydın, Baran. “A Benchmark Analytical Solution for Landslide Tsunamis”. Avrupa Bilim ve Teknoloji Dergisi. 25 (August 1, 2021): 697-701. https://doi.org/10.31590/ejosat.882503.
JAMA
1.Aydın B. A Benchmark Analytical Solution for Landslide Tsunamis. EJOSAT. 2021;:697–701.
MLA
Aydın, Baran. “A Benchmark Analytical Solution for Landslide Tsunamis”. Avrupa Bilim Ve Teknoloji Dergisi, no. 25, Aug. 2021, pp. 697-01, doi:10.31590/ejosat.882503.
Vancouver
1.Baran Aydın. A Benchmark Analytical Solution for Landslide Tsunamis. EJOSAT. 2021 Aug. 1;(25):697-701. doi:10.31590/ejosat.882503