• 한국항해항만학회지
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• 제36권1호
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• pp.35-41
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• 2012

본 논문은 수중체용 냉각 시스템에 관하여 분석하고, 수중체에 최적화된 냉각 제어 알고리즘에 관하여 연구하였다. 수중체용 대용량 추진 전동기는 동손 및 철손으로 인해 발생하는 고열로부터 전동기를 안정적으로 보호하기 위해 청수를 이용한 냉각 시스템이 사용된다. 이 냉각 시스템은 전동기의 온도를 유지하기 위해 외부 환경 및 전동기의 회전수 유지시간에 따라 해수 및 청수 펌프 RPM을 조절한다. 본 논문에서는 제안하는 냉각 시스템의 검증을 위한 시뮬레이션 프로그램을 구성하였으며, 다양한 제어 기법을 적용하여 냉각 수행 능력을 검증하였다. 그 결과 제안하는 냉각 알고리즘은 열적 안정성과 효율이 기존 냉각 알고리즘에 비해 높음을 확인하였다.

• 대한조선학회논문집
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• 제54권4호
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• pp.301-311
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• 2017

Safety operational envelope (SOE) is the area which guarantees the safety of a submarine from the accident such as jamming and flooding. The maximum safe depth is set to prevent the damage to the hull from increasing water pressure with depth. A minimum safety depth is set to prevent a submarine from the exposure above the free surface and collision against surface ship. The prediction method for the SOE in the design phase is needed to operate the submarine safely. In this paper, the modeling and calculation methods of the SOE are introduced. Main ballast tank blowing modeling and propeller force modeling are conducted to simulate the accidents and the recovery process. The SOEs are established based on the crash stop and emergency rising maneuver simulation. From the simulation results, it can be known that the emergency rising maneuver is more effective recovery action than the crash stop.

• 대한조선학회논문집
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• 제43권4호
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• pp.521-528
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• 2006

In this study, we developed a new systematic approach to assess the influence of geometric parameter change on the horizontal and vertical stability indices. To do this, three phases of sensitivity analyses were carried out. First, typical geometric parameters were defined and their effects on hydrodynamic coefficients were assessed by the Sensitivity Analysis (SA) of the indirect method. Second, the effects of hydrodynamic coefficients on the stability indices were calculated. Finally, the sensitivities of geometric parameters on the stability indices were obtained by merging the outputs of two phases using chain rule. The developed approach cau contribute to a submarine designer to determine geometric parameters satisfying pre-requirements about stability systematically.

• 한국CDE학회논문집
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• 제15권4호
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• pp.279-288
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• 2010

In this paper, a DEVS(Discrete EVent Systems Specification)-HLA(High Level Architecture) interface was developed in order to perform the simulation using the combined discrete event and discrete time simulation model architecture in a distributed environment. The developed interface connects the combined simulation model with the HLA/RTI(Run-Time Infrastructure) which is an international standard middleware for distributed simulation. The interface consists of an interface model, a model interpreter, and a distributed environment interpreter. The interface model was defined by using the combined simulation architecture in order to easily connect the existing combined simulation model without modification with the HLA/RTI. The model interpreter takes charge of data transmission between the interface model and the combined simulation model. The distributed environment interpreter takes charge of data transmission between the interface model and the HLA/RTI. To evaluate the applicability of the developed interface, it was applied to the diving simulation of a submarine in a distributed environment. The result shows that a simulation result in a distributed environment using the interface is the same to the result in a single computing environment.

• 지질공학
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• 제24권4호
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• pp.455-461
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• 2014

The Honam-Jeju, Korea-Japan, and Korea-China subsea tunnel construction projects have drawn significant attention since the early 2000s. These subsea tunnels are much deeper than most existing natural shallow sea tunnels linking coastal areas. Thus, the need for developing new technologies for the site selection and construction of deep subsea tunnels has recently emerged, with the launch of a research project titled "Development of Key Subsea Tunnelling Technology" in 2013. A component of this research, an analysis of deep subsea geological structure, is currently underway. A ground investigation, such as a borehole or geophysical investigation, is generally carried out for tunnel design. However, when investigating a potential site for a deep subsea tunnel, borehole drilling requires equipment at the scale of offshore oil drilling. The huge cost of such an undertaking has raised the urgent need for methods to indirectly assess the local geological structure as much as possible to limit the need for repeated borehole investigations. This study introduces an indirect approach for assessing the geological structure of the seafloor through a submarine bathymetry analysis. The ultimate goal here is to develop an automated approach to the analysis of submarine geological structures, which may prove useful in the selection of future deep subsea tunnel sites.

• International Journal of Naval Architecture and Ocean Engineering
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• 제5권1호
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• pp.101-115
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• 2013

This paper examines the application of structural reliability analysis to submarine pressure hulls to clarify the merits of probabilistic approach in respect thereof. Ultimate strength prediction methods which take the inelastic behavior of ring-stiffened cylindrical shells and hemi-spherical shells into account are reviewed. The modeling uncertainties in terms of bias and coefficient of variation for failure prediction methods in current design guidelines are defined by evaluating the compiled experimental data. A simple ultimate strength formulation for ring-stiffened cylinders taking into account the interaction between local and global failure modes and an ultimate strength formula for hemispherical shells which have better accuracy and reliability than current design codes are taken as basis for reliability analysis. The effects of randomness of geometrical and material properties on failure are assessed by a prelimnary study on reference models. By evaluation of sensitivity factors important variables are determined and comparesons are made with conclusions of previous reliability studies.

• 기술사
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• 제34권6호
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• pp.55-59
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• 2001

• Ocean Systems Engineering
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• 제3권1호
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• pp.9-34
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• 2013

Submarine pipelines encounter significant wave forces in shallow coastal waters due to the action of waves. In order to reduce such forces (also to protect the pipe against anchors and dropped objects) they are buried below the seabed. The wave force variation due to burial depends on the engineering characteristics of the sub soil like hydraulic conductivity and porosity, apart from the design environmental conditions. For a given wave condition, in certain type of soil, the wave force can reduce drastically with increased burial and in certain other type of soil, it may not. It is hence essential to understand how the wave forces vary in soils of different hydraulic conductivity. Based on physical model study, the wave forces on the buried pipeline model is assessed for a wide range of wave conditions, for different burial depths and for four types of cohesion-less soils, covering hydraulic conductivity in the range of 0.286 to 1.84 mm/s. It is found that for all the four soil types, the horizontal wave force reduces with increase in depth of burial, whereas the vertical force is high for half buried condition. Among the soils, well graded one is better for half buried case, since the least vertical force is experienced for this situation. It is found that uniformly graded and low hydraulic conductivity soil attracts the maximum vertical force for half buried case. A case study analysis is carried out and is reported. The results of this study are useful for submarine buried pipeline design.

• 한국항해항만학회지
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• 제27권1호
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• pp.87-95
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• 2003

해저 광테이블 공사는 해양조사, PLGR(Pre Lay Grapnel Run), 천해부공사, 포설/매설 순서로 이루어진다. PLGR은 케이블의 해저면 안착을 용이하게 하고, Plough 및 ROV(Remotely-Operated Vehicle)매설작업의 성능을 향상시키며, 매설 장비를 보호하기 위한 작업이다. 본 논문은 해저 광테이블 건설 작업 중에서 PLGR 작업을 효율적으로 관리할 수 있는 실시간 모니터링 시스템의 설계 및 구현에 대해서 논한다. 본 논문에서는 이를 위하여 전체적인 실시간 모니터링 시스템을 설계하고, 시리얼 멀티포트 통신 모듈, 실시간 처리 모듈, 환경 설정 모듈, 그리고 그래프 및 프린터 출력 모듈을 설계 및 구현하였다. 끝으로 본 논문의 타당성 검토를 위하여 시리얼 멀티포트 통신, 실시간 데이터 추출, 그래프 출력을 실험하였다.

• 한국전자통신학회논문지
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• 제17권1호
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• pp.77-84
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• 2022

해저 전력케이블은 수면 아래로 전력을 운송하는 송전케이블이다. 최근 해저케이블은 해상의 재생에너지인 풍력, 파력 및 조류시스템 등의 전력을 육지로 전송하며, 이 케이블이 위치하는 장소에 따라 해저에 매설하거나 해저면에 놓여진다. 전력케이블은 극한 환경에서 이용되어 왔기 때문에 가혹한 조건들과 온도 및 강한 조류를 견디도록 제작되나, 해저조건은 해상케이블에 대해 수 많은 종류의 심각한 손상을 만들기에 충분한 조건을 갖는다. 이러한 원인은 전력전송을 중단시키는 케이블 손상을 가져온다. 본 논문에서는 케이블에 대한 설계기준과 시공절차와 난제 그리고 케이블 전환 접속시스템에 대하여 연구한다. 설계된 해저케이블의 규격은 154kV 기존 케이블 1회선과 신규 케이블 2회선 등 3회선으로 구성되고, 선로당 100MVA 전력용량을 갖는다. 해저케이블 매설깊이를 결정하고 기존 및 신규 케이블을 함께 배치하는 방법을 연구하였다. 지중선로에 대한 해저케이블의 전력용량 허용값을 계산하였고 그 결과 케이블 선로당 100MW 이상의 전력용량을 갖는다는 것을 확인하였다.