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Numerical Simulation of Arch-type Submarine Cable Protector under Anchor Collision (아치형 해저 케이블 보호 구조물의 앵커 충돌 수치 시뮬레이션)

  • Woo, Jin-Ho;Na, Won-Bae;Kim, Heon-Tae
    • Journal of Ocean Engineering and Technology
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    • v.23 no.1
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    • pp.96-103
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    • 2009
  • In 2006, Jeju Island in South Korea experienced a crisis, no electricity for three hours anywhere in the entire island. This incident was caused by a domino effect that occurred after one of the submarine power cables connecting the island to Haenam, a coastal city on the mainland, was damaged by an external load, probably from a ship anchor or a steel pile being used in marine farming. This study presents a collision analysis of a new submarine power cable protector called arch type reinforced concrete. For the analysis, a dynamic finite element program, ANSYS AUTODYN, was used to examine the displacement and stress of the submarine power cable protector using different material models (RHT concrete model, Mohr.Coulomb concrete model). In addition, two reinforcing bar spacings, 75 mm and 150 mm, were considered. From the analyses, the effects of the parameters (concrete model and spacing) on the results (displacement and stress) were analyzed, and the relations between the damage and parameters were found.

Experiments on the Submarine Cable Protection Methods Considering the Connection Type (체결형상을 고려한 해저케이블 보호공법에 관한 실험)

  • Yoon, Jae Seon;Ha, Taemin
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.329-329
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    • 2017
  • In this study attempted to evaluate the stability of the protection methods by examining hydraulic characteristics of the area around the point in which marine cable protector is installed such as surf zone occurrence point of shore-end submarine cables suitable for coastal marine environmental conditions, flow rate t the tope of the protector and maximum wave height, and to provide basic data for the selection of the optimal protection method. In performing hydraulic model experiments, the topography of submarine cable installation location was reproduced in 2-D sectional channel, and models appropriate for experimental scale and similitude law were produced and installed for each condition of submarine cables and protectors. Since the topography and submarine cable protectors were reproduced and installed in 2-D sectional channel, the exact reproduction of surf and transformation in shallow water zone was possible, and thus the physical properties could be clearly analyzed. For stability review, an experiment to examine the stability was conducted using a wave maker with 50-year frequency design waves as target, and wave height and cycles were applied based on the approximate lowest low water level(Approx. L.L.W), which is the most dangerous in submarine cable protection methods. As for experimental time, typhoon passing time in summer (about 3 hours) was applied, and wave patterns and deviation ratio of the submarine cable protector were investigated after making irregular waves corresponding to design waves. In addition, current meter and wave height meter were installed at the installation location of the submarine cable protector, and the flow rates and wave height at the top of the protector were measured and analyzed to review hydraulic properties.

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Hip Protector against the Impact by Fall Using Air-bag (에어백을 이용한 신체충격완화장치)

  • Park, Ji-Soo;Kim, Choong-Hyun
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.21 no.4
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    • pp.639-643
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    • 2012
  • The hip protector has been developed using the air-bag which has the capability of attenuating an impact. The impact force using the PVC air-bag was decreased by values of 27.5% on average, compared to the impact force without the air-bag. In the experiment, the standard deviation of the impact force attenuation rate was 0.78%. It means that the dimensions of the air-bag have no significant effects to reduce the impact. We believe that it is possible to design light and cheap hip protectors with air-bag to prevent the femur fracture.

The Optimum Design of Green Water Protector for FPSO (FPSO - Green Water Protector 구조 최적 설계)

  • Bae, Myung-Hyun;Kim, Sung-Jun;Moon, Jung-Yang
    • Special Issue of the Society of Naval Architects of Korea
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    • 2007.09a
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    • pp.94-98
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    • 2007
  • The latest development of the submarine oil field and the deep-sea explorer, FPSO is commonly proposed and used for offshore oil production. And because the fundamental requirement of FPSOs to remain moored at their position, they are unable to avoid severe weather and environment. FPSO normally operates head to the weather, and sensitive equipment located the exposed area will be influenced by green water damages, the damages may occur to both onboard equipment and topside structures with resulting risk to personnel. In this paper, the main focus considers the physical structures of green water protector in order to preserve topside structures, equipment and personnel from green water.

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Three-Dimensional Numerical Model for Flow with Silt Protector (오탁방지막이 설치된 3차원 흐름 수치모델)

  • Hong, Nam-Seeg;Kim, Ga-Ya;Kang, Yoon-Koo
    • Journal of Ocean Engineering and Technology
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    • v.22 no.3
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    • pp.1-7
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    • 2008
  • In this study, a mathematical model for flaw with silt protector is proposed that adds a second-order energy loss term in the momentum equation. The three-dimensional numerical model was developed based on mathematical models and verified through comparison with flume test results. Loss coefficients were evaluated through the flume tests and applied to the numerical model. It was found through the investigation of various example cases that the downstream flow pattern was affected mainly by penetration of the silt curtain, not by the approach velocity, and also that the blocking effect of velocity was increased by the increase in mesh density of the silt curtain, below a certain mesh density. The blocking effect did not increase further above a certain mesh density.

Electrical Characteristics of ZnO element to Surge protector for 154kC Underground Cable (154kV 지중케이블 서지 보호장치용 ZnO 소자의 전기적 특성)

  • 조한구;한동희;김석수;이종혁;장태봉
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2001.07a
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    • pp.1054-1056
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    • 2001
  • This paper deals with underground transmission system of present and ZnO element of newly developed. in the characteristics of ZnO element of newly developed, an newly developed ZnO element compared with previous ZnO element that electrical characteristics and external characteristics. In result, characteristics of newly developed ZnO element is improved than previous one.

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Design of CMOS PLA Using C Language (C언어를 이용한 CMOS PLA의 설계)

  • 차균현;케빈·카플러스
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.21 no.5
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    • pp.61-66
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    • 1984
  • In this paper a custom design of CMOS PLA using procedual language, CHISEL is presented. Library of cells of PLA pieces are formed. A typical PLA is used as a control logic for the protector circuit. NCR's design rules are applied to program CMOS PLA using CHISEL which is a VILI layout language made by extending C language.

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Surge Protection methods in Railway Signalling system (이상전압으로부터 철도신호설비 보호방안 고찰)

  • Cho, B.K.;Lee, J.H.
    • Proceedings of the KIEE Conference
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    • 2001.10a
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    • pp.285-288
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    • 2001
  • The Railway Signalling Equipment's transformation to Micro-electronic has been caused to the decrease of its introspection against a surge voltage. So, there has been many tries to protect the railway signalling equipment from a surge voltage by using of a various surge protector. In this study, we are trying to draw up the protective plan to prevent this weakness on introspection by analyzing the electric characteristic on such a surge protector and reviewing the way on distributing wires in signalling room.

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