WAVE PRESSURE FORMULA FOR PERFORATED CAISSON WITH DOUBLE CHAMBERS

Sang-Ho Oh; Chang-Hwan Ji

doi:10.9753/icce.v36.structures.34

No. 36 (2018), Coastal Structures

No. 36 (2018)

WAVE PRESSURE FORMULA FOR PERFORATED CAISSON WITH DOUBLE CHAMBERS

Coastal Structures

https://doi.org/10.9753/icce.v36.structures.34

Published 2018-12-30

Sang-Ho Oh⁺⁻
Chang-Hwan Ji

Sang-Ho Oh

University of Southern California

Chang-Hwan Ji

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How to Cite

Oh, S.-H., & Ji, C.-H. (2018). WAVE PRESSURE FORMULA FOR PERFORATED CAISSON WITH DOUBLE CHAMBERS. Coastal Engineering Proceedings, 1(36), structures.34. https://doi.org/10.9753/icce.v36.structures.34

Abstract

Some of perforated caisson breakwaters have double wave chambers, for which no clear guideline for estimating design load is available. The well-known Takahashi's formula (Takahashi and Shimosako, 1994) is basically applicable to single-chamber perforated caisson. Considering this, we conducted physical experiment to develop a wave pressure formula for double-chamber perforated caisson.

https://doi.org/10.9753/icce.v36.structures.34

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References

Takahashi, S. and Shimosako, K. (1994). Wave pressure on a perforated wall caisson, International Conference on Hydro-technical Engineering for Port and Harbor Construction (HYDRO-PORT '94), 747-764.

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WAVE PRESSURE FORMULA FOR PERFORATED CAISSON WITH DOUBLE CHAMBERS

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