• Journal of Korean Society of Coastal and Ocean Engineers
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• v.14 no.1
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• pp.34-40
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• 2002

In order to estimate the height of long period wave from character of deep water wave, field observation is carried out three wave gauge are arranged by a straight line from the seashore to offshore direction and the result is analyzed. In addition, the existing theory of the mechanism for long period wave producer is verified by field observation, and the relation between deep water wave and long period wave of shallow area is examined. Observed long period wave is coincided with the existing theory for the most part. In order to add the change of time and space of long period wave, the height of long period wave is calculated by the composition of long period wave in each position. As a result, the relation of long period wave and deep water wave is presented more clear. Estimate formula is drew through them.

• Journal of Korea Water Resources Association
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• v.32 no.6
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• pp.649-655
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• 1999

The maximum run-up heights of periodic waves are numerically investigated in this study. Incident waves are sinusoidal and enoidal waves. The maximum run-up height of enoidal wave approaches that of sinusoidal wave as the wave length decreases, while it approaches that of solitary wave as the wave length increases. If wave height is fixed, the maximum run up heights of enoidal waves are always greater than those of sinusoidal waves but smaller than those of solitary waves.

• Journal of Advanced Marine Engineering and Technology
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• v.35 no.5
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• pp.682-689
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• 2011

Recently, there are frequent disasters by Swell-like Wave in the coastal area, Korea peninsula. This phenomenon (Swell-like Wave) has long period above 10 seconds compared with wind wave. To prevent these disasters by the long-period wave in advance, it's necessary to observe it in real time. But existing instruments for wave observation can not observe long-period wave because they mainly are aimed to measure the short-period wind wave. Therefore, in this research it is tried to develop the GPS based Long Period Wave Observation System which real time operation can be realzied in the sea.

• Journal of Korean Society of Steel Construction
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• v.16 no.1 s.68
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• pp.73-79
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• 2004

Tuned Mass Damper (TMD) was applied to control the vibration of an offshore structure due to ocean waves. The errors caused by the linearization of the fluid-structure interaction effect and the phenomena when using the linearized equation of motion in TMD design were analyzed. To determine the performance of TMD in controlling vibration, both regular waves with varying periods and irregular waves with different significant wave heights were used. When the offshore structure received regular waves with a period similar to the first natural period of structure. TMD performed well in terms of response reduction. Such was not the case for the other periods. however, In the case of irregular waves, TMD triggered the reduction of structural response for waves with relatively small significant wave height. For irregular waves with relatively big significant wave height, however, TMD did not show any control effect. Therefore, TMD is useful in reducing offshore structural vibration due to ambient waves, thereby helping secure fatigue life.

• Proceedings of the IEEK Conference
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• 2000.09a
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• pp.15-18
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• 2000

회전기에서 발생하는 소음성 잡음의 경우 능동잡음 제어를 이용 진폭이 상대적으로 큰 주기성 저주파 잡음 제어로 상당한 감쇄효과를 얻을 수 있다. 본 논문에서는 주기적 저주파 잡음을 효과적으로 제거하는 부밴드 능동잡음제어 구조를 제안하였다 이 구조에서는 QMF를 이용, 진폭이 큰 주기적 저주파신호를 분리하여 적응측엽제거 원리를 적용하여 저주파 신호를 제거한다. QMF에서 발생하는 지연은 각 필터를 통과한 신호경로에 적응필터를 사용하여 보상하였다. 그리고 적응필터 성능향상을 위해 최적 적응이득을 해석적으로 구하여 사용하였다.

• Proceedings of the Acoustical Society of Korea Conference
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• 1998.06d
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• pp.18-24
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• 1998

최근의 연구를 통해 해양의 내부파가 음파전달에 영향을 주어 비정상적인 손실을 일으키는 것을 밝혀졌다. 한국 동해세서도 강한 수온약층을 중심으로 내부파가 존재할 것으로 여겨져 왔으며, 이를 규명하고자 '98년 6월 각종 장비를 동원한 해양 관측을 동해항 근해에서 실시하였다. 또한 내부파에 의한 음파의 전파 특성을 추정학자 음원과 수신기를 고정한 상태에서 음향 실험을 실시하였다. 실험 결과 전형적인 내부파는 주기가 약 5-12분이고 최대 진폭은 15m 정도임이 밝혀졌다. 특히 10여개의 내부파 묶음이 약 36cm/sec 의 속도로 이동하고 있음도 확인하였다. 15개의 음향센서로 이뤄진 수직선배열 수신기와 음원을 이용한 음향 실험결과 역시 4-12분 주기에서 부분적으로 스펙트럼이 높게 나타났으며, 특히 주파수 1kHz 인 경우에는 4, 6분 주기에서 15개의 센서에 대해 일관되게 높은 스펙트럼 준위가 나타났다. 내부파에 의한 이러한 음파의 특성은 음파의 모든간 결함으로 나타나는 일종의 간섭 현상으로 설명될 수 있다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.8 no.3
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• pp.246-255
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• 1996

A mild slope equation of parabolic type is derived with the revision of the 2nd order differential term and a new approach for the application to large area is presented. The replacement with long waves can overcome the numerical difficulty due to small waves over the system of large grid sizes. No matter how long the replaced wave length is, the refraction and shoaling are maintained by toeing its own wave speed and group velocity, respectively. However, the diffraction effect is modified by means of Eikonal equation. The developed numerical model was applied to the shoal of Ito and Tanimoto (1972) to yield the satisfactory results.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.13 no.3
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• pp.209-229
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• 2001

Simultaneous field measurements of short-period and long-period waves were made at five stations inside or outside Okkye Harbor, which is located in the east coast of Korea. Based on the measured data, spacial and temporal variations of the long-period wave energy were examined. Three smoothing methods were examined for the spectral estimates: fixed interval averaging method, incremental interval averaging method, and moving averaging method. It was shown that a proper smoothing method should be chosen depending on the period of first resonant mode and the length of data being used. By comparing the results obtained using the long-term data with those obtained using two-day data, we showed that it is necessary to analyze the data of calm seas and storm seas separately. The Helmholtz resonant period in Okkye Harbor was found to be about 9.6 minutes with its relative amplification ratio of 9 to 10, and local amplifications were apparent at the periods of 1.2 to 1.3 minutes and 0.7 minute. During calm seas, both at the harbor entrance and inside the harbor the energy of the waves of 9 minutes or longer period was larger than the infra-gravity wave energy by more than 100 times. However, during storm seas the energy level was very high all over the period band, and local amplification was larger than that during calm seas by more than 100 times, especially inside the harbor, Finally it was shown that the energies of the Helmholtz resonant mode and the infra-gravity waves of 1 to 2 minutes are proportional to the storm wave height.

• Proceedings of the Acoustical Society of Korea Conference
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• 1996.06a
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• pp.33-36
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• 1996

해양에서 내부파 (internal wave)는 수직적으로 밀도가 크게 다른 두 층의 경계면에서 생성되는데, 일반적으로 경계면은 수온약층 (thermocline)에 해당된다. 본 연구에서는 간단한 단주기(하나의 주기만을 갖는)내부파를 가정하고 이 내부파에 의해서 야기될 수 있는 저주파 (100-400 HZ) 전파손실의 변동 정도를 모델링을 통해 추정하였다. 내부파의 파장은 1Km이고 진폭은 25m이며 수심 50-100m 사이에 존재하는 것으로 가정하였다. 전파손실 계산은 PE (parabolic equation) 기법을 도입한 모델을 이용하였다.수층의 두께는 2000m로 균일하고 퇴적층 및 기반암층의 두께는 각각 500m로 가정하였다. 모델링 결과 단주기 내부파의 1 파장이 진행하는 동안 고정된 수신 깊이별로 20km 거리에서 10 dB 이상의 큰 변동이 야기 될 수 있음을 확인하였다. 이는 내부파 내에서 큰 굴절을 변화로 인한 음파의 산란 때문으로 볼 수 있다. 실제 해양에서는 내부파가 단주기 파동 형태로 나타나기 보다는 여러 주기의 파동이 중첩되어 나타나므로 정확한 내부파 영향을 추정하기 위해서는 보다 실제에 가까운 내부파를 모델링할 필요가 있다.

• Journal of Navigation and Port Research
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• v.27 no.1
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• pp.55-61
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• 2003

The maneuvering equations of motion are derived to express the motion of a ship. The wave forces in the time domain analysis are generated from the frequency transfer function calculated by 3-D source distribution method. The linear wave forces whose periods are equal to those of incident waves and the nonlinear wave forces that make long period drift forces are computed for the simulation. The consideration of irregular waves and nonlinear wave force effects on the slew motion are carried on the analyzing the motion of ship in the regular and irregular waves.