ANALYSIS OF WAVE FORCES ACTING ON COMBINED CAISSONS WITH INNER SLOPE RUBBLE MOUND

Carla Faraci; Yong Liu

doi:10.9753/icce.v34.structures.51

No. 34 (2014), Coastal Structures

No. 34 (2014)

ANALYSIS OF WAVE FORCES ACTING ON COMBINED CAISSONS WITH INNER SLOPE RUBBLE MOUND

Coastal Structures

https://doi.org/10.9753/icce.v34.structures.51

Published 2014-10-28

Carla Faraci⁺⁻
Yong Liu⁺⁻

Carla Faraci

University of Messina

Yong Liu

Ocean University of China

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Keywords

Combined caisson
slope rubble mound
wave force
semi-analytical solution

How to Cite

Faraci, C., & Liu, Y. (2014). ANALYSIS OF WAVE FORCES ACTING ON COMBINED CAISSONS WITH INNER SLOPE RUBBLE MOUND. Coastal Engineering Proceedings, 1(34), structures.51. https://doi.org/10.9753/icce.v34.structures.51

Abstract

This study examines the horizontal wave forces acting on combined caissons with inner slope rubble mound based on the semi-analytical solution of Liu and Faraci (2014). The calculating method of the horizontal wave forces are presented and validated. The effects of several caisson parameters on the wave forces are shown using some numerical examples. Some useful results are presented for engineering designs.

https://doi.org/10.9753/icce.v34.structures.51

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References

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Faraci, C., Scandura, P., Foti, E., (2014). Reflection of sea waves by combined caissons. Journal of Waterway, Port, Coastal and Ocean Engineering, DOI: 10.1061/(ASCE)WW.1943-5460.0000275.

Liu, Y., Faraci, C., (2014). Analysis of wave reflection by combined caissons with internal rubble mound. Coastal Engineering, 91, 151-163.

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Liu, Y., Li, Y.C., Teng, B., Jiang, J.J., Ma, B.L., (2008). Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters. Coastal Engineering 55(6), 537-552.

Matteotti, G., (1991). The reflection coefficient of a wave dissipating quay wall. The Dock and Harbour Authority 71(825), 285-291.

Pérez Romero D.M., Ortega Sanchez, M., Monino, A., Losada M.A., (2009). Characteristic friction coefficient and scale effects in oscillatory porous flow. Coastal Engineering 56, 937-939.

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ANALYSIS OF WAVE FORCES ACTING ON COMBINED CAISSONS WITH INNER SLOPE RUBBLE MOUND

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