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실해역에서 공진장치를 이용한 부진동의 제어

Effectiveness of Wave Resonator for Secondary Undulation under Real Sea Conditions

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참고문헌

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주제분류해양공학

초록

In this study, the performance evaluation of a conventional wave resonator at the entrance of a port or a pier against secondary undulation has been performed using 2D hydrodynamic modeling within port. A wave resonator has been designed for the attenuation of the secondary undulation induced by the long-periodic waves. The controlled performance of the wave resonator has been numerically investigated for CGWAVE MODULE of finite-element model of SMS (Surface water Modeling System) based on the elliptic mild-slope wave equation. SMS was verified though the comparisons with analytical solution performed by Ippen and Goda (1963). Also, It was confirmed that a wave resonator of a rectangular model harbor is effective enough to control the secondary undulation when it compares variation of water level with the case of no resonance system. From the above results, amplification phenomenon induced by long-period waves transferred from 1900sec to 2100sec when it applied a wave resonator in Busan Gamcheon Port which is a deep-sea. And it was confirmed that a wave resonator of Pohang New Port attenuates largely long-period waves which are within the range of 300sec induced by long-period motion of the moored ship.

Abstract

In this study, the performance evaluation of a conventional wave resonator at the entrance of a port or a pier against secondary undulation has been performed using 2D hydrodynamic modeling within port. A wave resonator has been designed for the attenuation of the secondary undulation induced by the long-periodic waves. The controlled performance of the wave resonator has been numerically investigated for CGWAVE MODULE of finite-element model of SMS (Surface water Modeling System) based on the elliptic mild-slope wave equation. SMS was verified though the comparisons with analytical solution performed by Ippen and Goda (1963). Also, It was confirmed that a wave resonator of a rectangular model harbor is effective enough to control the secondary undulation when it compares variation of water level with the case of no resonance system. From the above results, amplification phenomenon induced by long-period waves transferred from 1900sec to 2100sec when it applied a wave resonator in Busan Gamcheon Port which is a deep-sea. And it was confirmed that a wave resonator of Pohang New Port attenuates largely long-period waves which are within the range of 300sec induced by long-period motion of the moored ship.

참고문헌 (17)

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  13. Nakamura, T, "Performance of a Resonator Designed by the Wave Filter Theoryapplicability to a Harbor", 25th Conf. on Coastal Eng, pp.1280~1292 (1996)
  14. Nakamura, T, "Wave Protection Performance of a Resonator Founded at Harbor Entrance", Proc. Coastal Eng, 45, pp.721~725 (1998), JSCE
  15. Poon, Y.K., "Application of Physical Model in Long Wave Studies for the Port of Long Beach", 26th ICCE, pp.1222~1235 (1998), ASCE
  16. Sakakibara, S, "Characteristics of Low-frequency Motions of Ships Moored Inside Ports and Harbors on the Basis of Field Observations", Marine Structures, 21, pp.196~223 (2008)
  17. Sawaragi,T, "Waves, Sediment Transport and Structure", pp.390~ (1991), Gihodo Press

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