• Title/Summary/Keyword: Fault Current Division Factor

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Characteristics of Fault Current Division Factor & Groud Potential Rise of a Substation fed exclusively by Power Cables (지중케이블 변전소의 고장전류 분류율과 접지전위상승 특성)

  • Choi, Jong-Kee;Jung, Gil-Jo;Kim, Seon-Gu
    • Proceedings of the KIEE Conference
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    • 대한전기학회 1998년도 추계학술대회 논문집 학회본부A
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    • pp.295-297
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    • 1998
  • This paper shows characteristics of fault current division factor $S_f$, which is a ratio of earth- return current to total fault current, at a substation fed exclusively by power cables under unsymmetrical fault condition, such as single line-to-ground fault. In substation grounding system design, $S_f$ is a very important factor determining GPR, touch and step voltage at a substation under fault condition. In case of substations fed by overhead lines, 40-60% of $S_f$ has been typically used, although it is a very conservative value with no other network conditions considered. It is authors' hope that $S_f$ presented in this paper could hopefully be a basic reference in designing of substation grounding system, especially for a substation fed exclusively by power cables.

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A Fault Diagnosis Method in Cascaded H-bridge Multilevel Inverter Using Output Current Analysis

  • Lee, June-Hee;Lee, June-Seok;Lee, Kyo-Beum
    • Journal of Electrical Engineering and Technology
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    • 제12권6호
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    • pp.2278-2288
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    • 2017
  • Multilevel converter topologies are widely used in many applications. The cascaded H-bridge multilevel inverter (CHBMI), which is one of many multilevel converter topologies, has been introduced as a useful topology in high and medium power. However, it has a drawback to require a lot of switches. Therefore, the reliability of CHBMI is important factor for analyzing the performance. This paper presents a simple switch fault diagnosis method for single-phase CHBMI. There are two types of switch faults: open-fault and short-fault. In the open-fault, the body diode of faulty switch provides a freewheeling current path. However, when the short-fault occurs, the distortion of output current is different from that of the open-fault because it has an unavailable freewheeling current flow path due to a disconnection of fuse. The fault diagnosis method is based on the zero current time analysis according to zero-voltage switching states. Using the proposed method, it is possible to detect the location of faulty switch accurately. The PSIM simulation and experimental results show the effectiveness of proposed switch fault diagnosis method.

Test and Analysis of Fall-Of-Potential at Towers of Energized Transmission Lines (운전 중인 송전선로의 철탑 전위강하시험과 해석)

  • Kang, Yeon-Wook;Lee, Dong-Il;Shim, Eung-Bo;Kim, Kyung-Chul;Choi, Jong-Kee
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • 제55권5호
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    • pp.195-201
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    • 2006
  • Tower footing resistance and fault current division factor are important design factors for evaluation of the lightning performance of the transmission line and/or design of the grounding electrode system. The periodic measurement of those factors are also important to verify that the grounding performance of the towers has been maintained good. However, the direct measurement of those factors in operating or energized condition is very difficult because of many practical reasons, such as the difficulty of disconnecting overhead groundwires from the tower under test. With supports by GECOL (General Electricitiy Company of Libya), we had a special chance to conduct Fall-Of-Potential (FOP) test on the energized 220 kV transmission towers before and after disconnecting the overhead groundwires from the towers under test. In this paper, the FOP test results on the towers and the fault current division factors estimated from the comparision of the FOP tests with and without overhead groundwires were presented. The computer models for the FOP test simulations were also constructed to find that the simulated results agreed very well with the measured ones.

A Study on Separation Distance Calculation Model for Limitation of Earth Potential Rise Nearby Tower Footings (송전철탑 부근의 대지전위 억제를 위한 이격거리 산정모델 연구)

  • Choi, Jong-Kee;Cho, Hwan-Gu;Kim, Tai-Young;Lee, Dong-Il
    • The Transactions of The Korean Institute of Electrical Engineers
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    • 제57권2호
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    • pp.179-183
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    • 2008
  • In case of a line-to-ground fault at transmission lines, a portion of fault current will flow into the earth through the footings of the faulted tower causing electrical potential rise nearby the faulted tower footings. In this situation, any buried pipelines or structures nearby the faulted tower can be exposed to the electrical stress by earth potential rise. Although many research works has been conducted on this phenomena, there has been no clear answer of the required separation distance between tower footings and neary buried pipeline because of its dependancy on the soil electrical charactersics of the concerned area and the faulted system. In this paper, an analytical formula to calculate the requried sepeartion distance from the faulted tower has been derived.

Study on the Fault Current Division Factor in Multi-grounded Distribution System (배전선로 1선 지락고장시 고장전류의 대지유입률 검토)

  • Kang, Moon-Ho;Lim, Yong-Hun;Choi, Jong-Gi;Lee, Heung-Ho
    • Proceedings of the KIEE Conference
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    • 대한전기학회 2007년도 제38회 하계학술대회
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    • pp.671-672
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    • 2007
  • 국내 배전선로는 다중으로 중성선을 접지하여 운영하고 있어 지락고장이 발생하면 큰 고장전류가 발생하며, 이는 중성선 및 가공 지선과 접지극으로 분류되어 전원측으로 귀로한다. 유도전력기술기준에서는 이 분류율을 배전선로의 경우 50%로 규정하고 있어 배전선로 신 증설시 통신선과의 이격거리 확보에 어려움이 발생하고 있다. 따라서 본 논문에서는 국내 배전선로의 1선 지락전류의 분류율을 기술적으로 검토하기 위해 배전선로 설계기준을 바탕으로 1선 지락고장전류의 대지유입률을 모의하고 그 결과를 분석하였다.

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Case Study of a Stability Analysis of a Granitoid Slope in the Gansung-Hyunnae area, GangwonDo (강원도 간성-현내 지역 화강암류 비탈면 안정성 검토 사례 연구)

  • Kim, Hong-Gyun;Kim, Seung-Hyun;Ok, Young-Seok;Koo, Ho-Bon
    • The Journal of Engineering Geology
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    • 제22권3호
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    • pp.331-341
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    • 2012
  • Granitoid rocks are generally high-quality rock from a geotechnical perspective, because they rarely contain systematic joints or fragmented fault zones. Although the rock type at the Sanhak site is granite, a collapsed slope has a deep soil layer and shows no residual structures such as discontinuities or faults; surface avalanches from this slope can be observed in several places. To study the stability of this slope, we investigated rainfall duration, variation in pore-water pressure, and the factor of safety considering three cases (current cross-section, initial planning cross-section, revised planning cross-section). With increasing duration of rainfall, the groundwater level rises, up to 20 m in height from ground surface. In the initial planning cross-section, safety was secure for rainfall of 2 days duration, but inadequate for rainfall of 4 days duration. In the revised planning cross-section, however, safety factors were secure for rainfall of 4 days duration. Therefore, to ensure permanent stability at the Sanhak site, a slope degree of 1:1.8 should be maintained during cutting.