• Proceedings of the KIEE Conference
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• 2008.10a
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• pp.149-150
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• 2008

본 논문에서는 운전중인 154 kV 및 345 kV 송전선로에서 철탑 구조의 변경 없이 애자의 수량을 증결하여 절연성능을 보강하는 방안에 대한 연구결과를 제시하고 있다. 송전선로에서 발생 가능한 상용주파과전압과 개폐과 전압의 최대값을 EMTP 해석모델을 이용하여 계산하고 이로부터 뇌섬락 고장확률과 급속오손고장확률을 고려한 절연거리 증대 및 소요애자수량 방법을 제시하고 있다.

• Proceedings of the KIEE Conference
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• 1997.07c
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• pp.819-821
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• 1997

경제발전에 따른 국민 생활향상과 산업고도화에 의해 전력은 계속하여 수요가 증가하고 대용량화 되어가고 있으며 그와 함께 지속적이고 안정된 전력공급은 그 중요성이 더욱 대두된다. 서남해안 도서지역은 전력수요가 96년대에는 13.5%증가하였으며 전선로의 설비는 가공해월청탑과 해저케이블, 공급방식은 수지상식의 취약선로이다. 폭풍이나 태풍에 의해 해월청탑의 도괴된 사례가 발생하여 가공송전선을 설계 기준중 기준풍속을 지역별로 구분, 상향조정(87.6)되었으며 기존 해월청탑 설비에 대한 안정성 검토의 필요성이 대두되었다. 태풍 또는 폭퐁에 의한 해월청탑 지지물의 도괴, 또는 파손 등의 피해를 방지기존철탑 및 기초안전도를 검토하고 보강필요시 우리 실정에 맞는 경제적이고 안정된 보강방범 및 공법을 연구 개발하여 이에 의한 설계 및 시공기준을 수립하고자 한다.

• 전기의세계
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• v.20 no.1
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• pp.36-40
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• 1971

급증하는 전력수요를 충족시키기 위하여 민간자본의 전원개발사업에의 참여를 적극권장하는 정부시책에 호응하여 동해전력에서는 경남 울산시 근교에 시설용량 220MW*3=660MW의 신설 기력발전소를 건설하였고 본 발전소에서의 출력을 전력 계통에 병입시키기 위하여 동해 p/p와 한전의 신울산 s/s간 장장 8.7km에 달하는 송전선을 건설하게 된 것이다. 본문에서는 설계도서의 승인과정에서 논의되었던 기술상의 문제점과 서독 Siemens 및 국내최고기술진간에 협조로 이루어진 설게면경사유를 소개하고자 한다.

• 전기의세계
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• v.19 no.6
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• pp.31-38
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• 1970

본문은 IEEE지 1970년월호 Spectrum에 나타난 서독내의 초고압송전선로에 관한 (Mr. J. Jansen)소개문으로서 철탑선로 및 애자설계에 서독기술자가 깊은 검토를 하여 서독에 알맞는 이상적인 송전망을 건설하여 왔다는 것이다. 현재 우리나라도 345kV 초고압송전망을 가까운 장래에 건설하고저 만반의 준비를 갖추고 있는 중이다. 따라서 서독의 초고압송전망에 관한 기사는 협소한 국토등 여건이 비슷한 우리에게 큰 참고가 될 부분이 많음으로 본지에 이것을 번역하여 관계기술자의 설계참고자료로 제공하고저 한다.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.17 no.6
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• pp.31-38
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• 2003

Among mitigation techniques for electric and magnetic field (EMF) from an overhead transmission line a passive loop is a way that can be cheap and easily installed on the existing towers and have a satisfactory effect as well. However current induced in the passive loop causes transmission power loss and the phase imbalance increases since geometrical asymmetry of the transmission lines becomes larger. So in order to evaluate the power loss and the phase imbalance due to a passive loop, this paper represent a 345[kV] 1-circuit flat type transmission line as asymmetrical 3-phase distributed parameter line model where the effect of a passive loop is embedded in the line parameters, and then formulates differential equations. By solving these equations voltages and currents of each phase at receiving end become known. We find out that power losses occur differently at each phase and positive sequence component decreases at receiving end while negative sequence component increase. In general phase imbalance due to a passive loop is slight, but it increases in proportional to the induced current and length of section where the passive loop is installed. Thus the phase imbalance should be included in terms of cost for introducing a passive loop.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.21 no.5
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• pp.112-119
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• 2007

Under normal operating condition, the conductor of overhead transmission line could be always hold it's clearance within the safety margin that is specified in the line design guide of power company. Hence it may be very important to measure/or monitor the dip of the conductor, when building a new line, re-tensioning for an aged conductor, or monitoring dynamic line rating to maximize power capability. In this paper, we suggest a new method to estimate the dip and tension by catenary angle of the conductor. Since most conductors in overhead transmission lines show typical catenary curves, it can be uniquely determined the catenary curve for the conductor from the catenary angle at tower. Based on the catenary curve, the dip or horizontal tension can be easily estimated. Through some simulation and simple experimental results, it is verified that the suggested method can be effectively applied to measure/or monitor conductor dips and tensions in the overhead transmission lines.

• The Transactions of The Korean Institute of Electrical Engineers
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• v.56 no.6
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• pp.1031-1034
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• 2007

Electric transmission lines pass through a variety of area. Foundation supporting the conductors and tower are selected properly in accordance with external load, for example dead load, wind load, snow load, construction load etc, and topography and geology condition. Typical types of foundation are as follows: pad foundation for small load and hard soil or rock in mountainous area, pile foundation for medium or large load and soft soil in plain field area. This paper introduced cylindrical foundation design & construction for large load and mountainous area. This foundation failure mode against pulling-out show splitting failure by tensile force toward circumferential direction.

• The Transactions of The Korean Institute of Electrical Engineers
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• v.59 no.3
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• pp.531-535
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• 2010

345kV Incheon Thermal Power Plant Transmission Line Collapse Analysis and Countermeasures. The Typhoon Galmaegi which had been formed in July 15, 2008 diminished into a tropical cyclone and cooled the air above the West Sea. The cooled air colliding with the warm inland air caused a strong whirlwind at some places in the west seaside; the whirlwind battered the 345kV Incheon Thermal Power Plant Transmission Line to be collapsed. The resistance of transmission towers against wind pressure, one of the key elements in transmission line engineering, is designed to endure the pressure corresponding to the maximum instantaneous wind speed. Before the above accident happened, no transmission line has ever been collapsed by a whirlwind. So this paper is aimed to analyze causes that collapsed 345kV Incheon Thermal Power Plant transmission line and to introduce countermeasures.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.323_324
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• 2009

345kV Incheon Thermal Power Plant Transmission Line Collapse Analysis and Countermeasures. The Typhoon Galmaegi which had been formed in July 15, 2008 diminished into a tropical cyclone and cooled the air above the West Sea. The cooled air colliding with the warm inland air caused a strong whirlwind at some places in the west seaside; the whirlwind battered the 345kV Incheon Thermal Power Plant Transmission Line to be collapsed. The resistance against wind pressure, one of the key elements in transmission line engineering, is designed to endure the pressure corresponding to the maximum instantaneous wind speed. Before the above accident happened, no transmission line has ever been collapsed by a whirlwind. So this paper is aimed to analyze causes that collapsed 345kV Incheon Thermal Power Plant transmission line and to introduce countermeasures.

• Proceedings of the KIEE Conference
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• 2001.11b
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• pp.344-346
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• 2001

The sharing of common corridors by electric power transmission lines and pipelines is becoming more common place. However, such corridor sharing can result in undesired coupling of electromagnetic energy from the power lines to the near facilities. During a fault on any of the transmission lines, energization of the earth by supporting structures near the fault can result in large voltages appearing locally between the earth and the steel wall of any nearby pipeline. This paper presents the outline of the tower footings for the transmission lines having been used in KEPCO and analyzes the earth resistance for operation method of the tower footing, that is contact presence for the anchor and reinforcing rob of the tower and foundation presence of the underground wiring.