• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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• pp.143-150
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• 2005

In this study, to evaluate the collision behaviors of the navigating vessel and the dolphin protective system protecting the substructures of bridges, the numerical simulation was performed. The analysis model of vessel bow that the plastic deformations are concentrated was composed by shell elements, and the main body of vessel was modeled by beam elements to represent the mass distribution and the change of potential energy. The material model reflecting the confining condition was used for the modeling of the filling soil of dolphin system. The surrounding soil of the dolphin system was modeled as nonlinear springs. As results, it is verified that the dolphin system can adequately dissipate the kinematic energy of the collision vessel. The surrounding soil of the dolphin system is able to resist the collision force of the vessel. And the major energy dissipation mechanism of collision energy is the plastic deformation of the vessel bow and the dolphin system.

• 한국전산구조공학회논문집
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• 제19권1호
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• pp.105-111
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• 2006

돌핀계류시스템은 부유식 해양구조물의 계류장치로서 강도 및 유용도 관점에서 바람직한 대안이 될 수 있다. 돌핀계류시스템 설계과정에서 정확한 파력산정과 필요한 지지파일의 개수선정은 주요 설계요인이 된다 본 논문에서는 파의 충격하중을 포함한 외력에 대한 구조해석을 통하여 적정한 돌핀시스템의 설계과정과 형식을 제시하였다. 부유식 해양구조물을 위한 돌핀계류시스템의 경우 다수의 지지파일시스템보다 단주의 지지파일시스템이 설계관점에서, 제한적이기는 하나, 유용성이 높다는 점을 알 수 있었다.

• 대한치과교정학회지
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• 제24권3호
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• pp.521-534
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• 1994

The purpose of this study was to compare the differences in measurements between cephalometric radiographs and digigraphs of Dolphin Imaging System. 26 Korean adult male and 24 adult female with normal occlusion were selected. For each subject lateral cephalogram was taken. Digitizing with Digigraph Work Station of Dolphin in System. was performed as well. 50 tracings and 50 digigraphs were analyzed with Yonsei, Ricketts, Burstone analyses. The comparable measurements between tracing group and digigraph group were statistically analyzed. The results were as follows: 1. 13 of 64 comparable measurements did not show any statistically significant difference (P>0.05) between tracing group and digigraph group. 2. Three of the measurements with FH plane as a reference plane did not show any statistically insignificant difference. All measurement with SN plane as a reference plane showed statistically significant difference(p<0.05). 3. The measurements which showhed no statistically significant difference were mostly short distance linear measurements while most of the angular measurements showed statistically significant difference(p<0.05).

• 한국해양공학회지
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• 제14권4호
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• pp.1-8
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• 2000

The time simulation of motion responses of dolphin-moored BMP in waves is presented. The equation of motion based on Cummin's theory of impulse responses are employed, and solved in time domain by using the Newmark $\beta$ method. The hydrodynamic coefficient and first order wave exciting forces involved in the equations are obtained from a three-dimensional panel method in the frequency domain. The second order wave drift forces and mooring for dolphin system are taken into account. As for numerical example, time domain analysis are carried out for a BMP in irregular wave condition.

• 수산해양기술연구
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• 제38권4호
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• pp.271-277
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• 2002

고래류의 어업공해를 최소화하고 환경친화적으로 이용할 수 있는 음향 유인/경고시스템을 개발하기 위한 기초연구의 일환으로 우리 나라 연근해에 자주 출현하는 큰돌고래의 휘슬음을 서울대공원 돌고래 쇼장에서 측정, 분석한 결과를 요약하면 다음과 같다. 1 수족관 내에서 생활하고 있는 큰돌고래의 평상시 휘슬음의 중심 주파수대와 스팩트럼 레벨은 각각 6～10KHz 와 85㏈을 나타내었고, 이들을 서로 격리시킨 경우, 중심 주파수는 6.7KHz대와 21.3KHz대 두 개의 고조파를 나타내었으며, 스팩트럼 레벨은 각각 110㏈와 94㏈를 나타내어 평상시보다는 불안정한 휘슬음의 주파수대와 다른 형태를 나타내었다. 2. 평상시의 휘슬음 주파수 변동폭은 평균 3.86KHz이었고, 지속시간은 평균 0.08sec를 나타내었다. 그러나 격리시킨 경우는 평상시와는 달리 그 변동폭은 평균 l4.06KHz이었고, 지속시간은 평균 0.l9sec를 나타내어 평상시와 비교하여 주파수 변동폭이 10.20KHz 높아지고 지속시간은 0.11sec 길어짐을 알 수 있었다. 더욱이 Mann-Whitney 검정을 통하여 휘슬음의 주파수 변동폭과 지속시간 모두 평상시와 1마리를 격리시켰을 때는 상이함에 유의성을 확인할 수 있었다. 3. 돌고래 쇼장에서의 휘슬음의 패턴 모델을 6가지 형태로 분류할 수 있었고, 평상시에는 5～10KHz 범위의 주파수로 서서히 상승하는 형이 거의 대부분이었으나, 격리시킨 경우에는 5～20KHz의 폭 넓은 주파수대에 걸쳐 여러 가지 패턴을 관찰할 수 있었으며, 특히 주파수가 상승한 후 일정하게 유지되는 형태의 패턴이 많이 관찰되었다. 한편, 휘슬음은 종간 및 생활환경에 따라 사용되는 주파수 대역폭이 서로 다른 것을 예상할 수 있으므로 우리 나라 연안에는 큰돌고래, 참돌고래, 낫돌고래, 상괭이 등 비교적 많은 돌고래류가 자주 출현하고 있어 이들 종들에 대한 위협음 및 유인음에 대한 대역을 파악하기 위해서는 각 종들에 대한 수중음향은 물론 행동도 함께 분석할 필요가 있으며 더욱이 폭 넓은 현장실험과 데이터 축적을 병행하여야 할 것이다.

• 대한조선학회논문집
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• 제42권1호
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• pp.43-49
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• 2005

in this paper a dolphin-fender moored pontoon-type floating structure in shallow water depth is studied focusing on mooring force. The pontoon-type floating structure is 500m long, 300m wide. The structure has partially non-uniform drafts of 2.0m and 3.0m. The employed mooring system is a guyed frame type dolphin-fender system. The 1/125 scale model fender system is made of rubber tube to have hi-linear load deflection characteristics. A series of model tests has been conducted focusing on motion and fender force responses in regular and irregular waves at KRISO's ocean engineering basin Non-linear numerical simulation of fender reaction force has been carried out and the results are compared with those of model tests. The simulated rigid body motion and mooring forces also have been compared with the test results.

• 한국해양공학회지
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• 제12권3호통권29호
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• pp.19-30
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• 1998

In this paper, the dynamic analysis of a dolphin system for mooring a floating structure such as barge mounted plant is studied. The characteristics of the soil-pile system are simplified by a set of equivalent spring elements at the mudline. To evaluate the equivalent spring constants, the finite difference method is used. Since the characteristics of the soil-pile system are nonlinear in case of soft foundation, the nonlinear dynamic analysis technique is needed. The Newmark $beta$ method incorporating the modified Newton-Raphson method(initial stiffness method) is used. A numerical analysis is performed on two mooring dolphin systems on soft foundation and rock foundation. In case of the rock foundation, the characteristics are found to be nearly linear, so the linear dynamic analysis may be sufficient to consider the foundation effect. But in case of soft foundation, the non-linearity of the foundation appears to be very signigicant, so the nonlinear dynamic analysis si needed.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2000년도 추계학술대회 논문집
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• pp.57-62
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• 2000

The very large flcating structure which am be used for as airport may be as large as several kilomet wide. The first order wave forces as well as wave drift forces are very important forces on such a very large floating In the present studv, the time simulation of motion responses with dolphin-moored VLFS in waves is presented The coeffcients and wave forces involved in the equations are obtained from a three-dimensionul panel method in the frequc The horizontal drift forces and mooring forces for dolphin systems are taken into account. As for numerical example, analyses are carried out for a VLFS in irregular wave condition

• Fisheries and Aquatic Sciences
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• 제11권3호
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• pp.166-171
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• 2008

The feasibility of photo-identification techniques for the bottlenose dolphins from Jeju Island, Korea, and the potential for dolphin watching were simultaneously evaluated in this study. During the sighting survey, a pod of bottlenose dolphins composed of approximately 30 individuals was observed in the southwestern coastal area of Jeju Island. Among 35 suitable photographs, five bottlenose dolphin individuals were identified and cataloged using unique nicks and notches on their dorsal fins. This shows that the Jeju Island dolphins can be individually identified by the nicks and notches on their dorsal fins using photo-identification techniques. Furthermore, the Jeju Island population appears to be suitable for long-term population biology studies using this technique. The potential for dolphin watching around the island would be higher if more information on the seasonal distribution, movement, and residency of this population were obtained.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2001년도 춘계학술대회 논문집
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• pp.103-107
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• 2001

When ship claps against the ocean structure sited at shallow water, the time simulation of motion responses of dolphin-moored ocean structure is presented. The equatien of motion based on Cummin's theory of impulse responses are employed, and solved in time domain by using the Newmark $\beta$ method. The added mass and damping coefficients involved in the equations are obtained from a three-dimensional panel method in the frequency domain. The impact forces due to ship collision are modeled as two method, and those are elastic and non-elastic collisions. The mooring forces for dolphin systems of scean structure are considered as linear spring system.