• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2002.10a
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• pp.197-201
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• 2002

양식장 해양 레져, 항구 등에서 Calm Sea Area을 필요로 한다. 착저식은 소파효율은 좋으나 해수순환을 방해하여 환경에 좋지 않은 영향을 미치게 된다. 또한 설치비용이나 설치 해역의 한계가 있다. 따라서 이러한 한계들을 극복하기 위해서 부유식 소파구조물을 채택하였다. 본 논문에서는 몇 가지 소파공의 크기를 가지는 반 투과성 부유 소파구조물을 무한수심에서 유체역학적 특성과 소파효율을 계산하였다. 산란문제와 발산문제를 해결하기 위해 선형 포텐셜이론을 사용하여 구조물의 유체역학적 특성을 계산하였다. 적절한 소파공의 크기를 결정함에 따라 소파효율을 향상시킬 수 있다.

• Journal of the Society of Naval Architects of Korea
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• v.40 no.1
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• pp.20-27
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• 2003

The FPSO is moored by mooring lines to keep the position of it. The nonlinear motion analysis of the moored FPSO must be carried out in the initial design stage because sea environments affect motion of it. In this paper, the mathematical model is based on the slow motion maneuvering equations in the horizontal plane considering wave, current and wind forces. The direct integration method is employed to estimate wave loads. The current forces are calculated by using mathematical model of MMG. The turret mooring forces are quasi-statically evaluated by using the catenary equation. The coefficients of a model for wind forces are calculated from Isherwood's experimental data and the variation of wind speed is estimated by wind spectrum according to the guidelines of API-RP2A. The nonlinear motions of FPSO are simulated under external forces due to wave, current, wind including mooring forces in time domain.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2002.10a
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• pp.161-166
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• 2002

As offshore oil fields move towards the deep ocean, the oil production systems such as FPSO are being built these days. Generally, the FPSO is moored by turret mooring lines to keep the position of FPSO. Thus nonlinear motion analysis of moored FPSO must be carried out in the initial design stage because sea environments affect motion of it. In this paper the mathematical model is based on the slow motion maneuvering equations in the horizontal plane considering wave, current and wind forces. The direct integration method is employed to estimate wave loads. The current forces are calculated by using mathematical model of MMG. The turret mooring forces are quasi-statically evaluated by using the catenary equation. The coefficients of a model for wind forces are calculated from Isherwood's experimental data and the variation of wind speed is estimated by wind spectrum according to the guidelines of API-RP2A. The nonlinear motions of FPSO are simulated under external forces due to wave, current, wind including mooring forces in time domain.