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Original scientific paper

https://doi.org/10.21278/TOF.43104

Wave Run-Up Phenomenon on Offshore Platforms: Part 1. Tension Leg Platform

Dong Woo Jung ; Korea Research Institute of Ships & Ocean Engineering, Daejeon, South Korea
Young Jun Kim ; Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan, South Korea
Young Jun Yang ; Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan, South Korea
Sun Hong Kwon ; Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan, South Korea


Full text: english pdf 1.931 Kb

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Abstract

This study reports on an extensive experimental campaign carried out to evaluate non-linear waves applied to offshore structures in extreme marine environments. An offshore tension leg platform (TLP) model was used to observe the waves around a fixed-type offshore structure. The wave amplitude measured in the experiments of this study was indicated as a wave run-up ratio. Both the first-order analysis and the analysis of the entire wave amplitude were described. The experimental results were compared with the calculations from a potential-based code in order to verify the effectiveness of the developed technology.

Keywords

wave run-up; order analysis; tension leg platform; wave basin

Hrčak ID:

220044

URI

https://hrcak.srce.hr/220044

Publication date:

17.5.2019.

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