• 제목/요약/키워드: protection capacity

검색결과 587건 처리시간 0.027초

PSCAD를 이용한 전력용 변압기 모델링과 과도 해석 (Power Transformer Modeling and Transient Analysis using PSCAD)

  • 박철원
    • 전기학회논문지P
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    • 제65권2호
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    • pp.122-129
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    • 2016
  • Current differential protection relaying with second harmonic restraint is the main protection for large capacity power transformer. PSCAD simulation program is widely used for modeling of dynamic varying transients phenomena. This paper deals with a power transformer model and transients analysis using PSCAD software to develop IED for power transformer. Simulation was carried out using a three phase 40MVA, 154/22.9kV, 60Hz, two-winding transformer with Y-Y connection used in actual fields. The paper analyzed transformer magnetizing inrush, external fault, and internal fault conditions with this model in the time domain. In addition, we performed an analysis in the frequency domain using FFT during several conditions.

배전계통에 분산전원 연계시 보호협조측면에서 적정용량 검토 (A Study of Propriety Capacity about Protection Scheme When Distribution System Interconnected with Distributed Resources)

  • 이연화;최준호;정현준;남해곤;문채주;박성준
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2006년도 전력전자학술대회 논문집
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    • pp.520-522
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    • 2006
  • According to the second scheme of the Korean Government about technology development, utilization and popularization of new renewable energy, the continuous growth of distributed resources are expected. But there is a few paper about recloser and sectionalizer coordination and protection scheme in distribution system interconnected a number of distributed resources. In this paper, it is dealt with that recloser and sectionalizer coordination at the cases concerned with position among protection devices. Adding distributed resource, the problems of each case are investigated through simulation.

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한국 서남 해상 풍력발전단지 통신망 연구 (Communication Network Architectures for Southwest Offshore Wind Farm)

  • 압델 하미드 모하메드;김영천
    • 한국통신학회논문지
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    • 제42권1호
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    • pp.88-97
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    • 2017
  • With the increasing of the penetration rate of large-scale wind farms, a reliable, highly available and cost-effective communication network is needed. As the failure of a WF communication network will significantly impact the control and real-time monitoring of wind turbines, network reliability should be considered into the WF design process. This paper analyzes the network reliability of different WF configurations for the Southwest Offshore project that is located in Korea. The WF consists of 20 WTs with a total capacity of 60 MW. In this paper, the performance is compared according to a variety of indices such as network unavailability, mean downtime and network cost. To increase the network reliability, partial protection and full protection were investigated as strategies that can overcome the impact of a single point of failure. Furthermore, the reliability performances of different network architectures are analyzed, evaluated and compared.

자기적으로 결합된 초전도 마그네트의 퀜치보호에 대한 연구 (Study on the quench protective circuit for inductively coupled superconducting magnet systems)

  • 고락길;배준한;심기덕;권영길;류강식
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.41-43
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    • 2001
  • We studied on effective quench protection method to prevent damage from unexpected quench of the inductively coupled superconducting magnet systems for magnetic resonance imaging. And we suggested quench protection circuit that is combined with several protection techniques. This circuit has the capacity to maintain the symmetric nature of the magnetic field and the active shielding effect and to protect shim coils during a quench.

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밀폐형 방재트러후 개발 (The development of fire protection trough)

  • 황순철;김태경;고창성;한기종;김동배
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1993년도 하계학술대회 논문집 B
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    • pp.1168-1170
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    • 1993
  • EHV underground transmission cable characterized by low loss and bulk capacity should have high reliability to be protected fully from external damages, not to speak of its quality. In 345kV underground transmission lines of our country, the usage of frie protection trough is standardized. Fire protection trough consists of combination of trough body, spacer, shutting board, fastener, and etc. and it is required to have a high level of fire-retardant characteristics and mechanical strength. Since 1992, we, GoldStar Cable, with collaboration of Lucky, have participated in the development of fire protect ion trough and completed the type test of manufacturing site and will be supposed to go into mass product within 1993.

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국내 PBD기반 피난안전설계를 위한 피난용량 산정에 관한 연구(IV) (A Investigation study on the evaluation of evacuation capacity for egress safety design in Korea(IV))

  • 서동구;김동은;황현배;황은경;권영진
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 2009년도 춘계학술논문발표회 논문집
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    • pp.67-73
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    • 2009
  • 최근 건축물은 초고층화 대형화 지하심층화 되어가고 있다. 이러한 건축물의 성능적인 피난안전성을 확보하기 위한 대책으로서 성능설계, 화재영향평가, 초고층 및 지하연계 방재관련 특별법 등 많은 제도가 시행되지만 구체적인 방법론이 미비한 실정이다. 따라서 본 연구는 성능적인 피난안전성을 확보하기 위하여 피난행동 중 수직적인 피난속도식을 제안하기 위하여 지하공간의 계단을 선정하여 관찰하였다.

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부식 촉진실험에 의한 철근방식 연구 (Rapid Corrosion Test for Concrete Reinforcing Steels)

  • 윤강훈;이상국;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.671-675
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    • 2000
  • The purpose of this research is to evaluate the performance of various kind anticorrosives which is developed to enhance the capacity of anticorrosives in several conditions of salty reaction, and evaluate corroded state according to various amounts of chloridized material. Beside, to exam Zincspray for Cathodic Protection System evaluation.

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지하전력구 감시제어시스템 개발연구 (A study on the development of management system in electric culvert)

  • 우희곤;이범석;이복규
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1990년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 26-27 Oct. 1990
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    • pp.90-95
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    • 1990
  • The long distance electric culvert employing power cable is using and increasing to improve reliability and Capacity of power supply in KEPCO. The purpose of this study in development of management system which used to security, maintenance, operation, and facility protection efficiently in electric culvert.

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초전도기기를 적용한 미래 저압대용량 신 배전계통 (Future New Distribution System with Low voltage and Mass Capacity using HTS equipments)

  • 윤재영;김종율;이승렬
    • 한국초전도ㆍ저온공학회논문지
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    • 제7권1호
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    • pp.37-41
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    • 2005
  • This paper describes the construction scheme of new distribution system using HTS(High Temperature Superconducting) power equipments such as cable, transformer and FCL(fault current limiter). At present, one of the most serious problems in distribution power system, especially for metropolitan complex city, is to obtain the ROW for cable line routes, space for downtown substations and satisfy the environmental protection caused by NIMBY phenomena. Unfortunately, it is expected that this situation will get more and more worse. As the HTS technology to apply in power system Is developed, HTS cable utilizing mass-capacity characteristic can be a useful countermeasure to overcome this problem. This paper describes the application methodology of 22.9kV HTS cable with low-voltage, mass-capacity characteristics replacing the 154kV conventional cable. By applying 22.9kV HTS cable, the HTS transformer with higher capacity for the reduction of space and transformer numbers of downtown substation is necessary. Also, if the leakage Impedance of HTS transformer is same as or lower than that of conventional transformer, the fault current of 22.9kV bus will increase because the HTS transformer capacity is larger than that of the conventional transformer. This means the parallel application of HTS-FCL to reduce the fault current in addition to the HTS cable and transformer can be necessary. With the basic construction scheme of new distribution system, this paper describes the future study points to realize this new distribution system using HTS equipments.

철근콘크리트 기둥의 성능설계를 위한 모멘트 초과강도계수에 관한 연구 (Re-evaluated Overstrength Factor for Capacity Design of Reinforced Concrete Bridge Columns)

  • 이재훈;최진호;고성현;권순홍
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2005년도 학술발표회 논문집
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    • pp.308-315
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    • 2005
  • The capacity protection is normally related with slenderness effect of the columns, force transfer in connections between columns and adjacent elements, and shear design of columns. It is intends to prevent brittle failure of the structural components of bridges, so that the whole bridge system may show ductile behavior and failure during earthquake events. For bridge systems, this means it is necessary to assess the overstrength capacity of columns prior to proceeding with the design of foundation and superstructure. The objective of this paper is to develop a capacity design approach that applies an overstrength factor for determination of possible maximum shear force in the plastic hinge zone of reinforced concrete bridge columns. In order to estimate and determine overstrength factor, material strength was developed to investigate for actual material strength total 3,407 steel and 5,405 concrete by domestic product. Based on actual material strength, this paper was conducted on moment overstrength factors using moment-curvature analysis program. And also design recommendations for capacity design are presented to revise the annual report, KEERC 2002.

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