• Title/Summary/Keyword: 6-Pole

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Electrical Characteristics of Insulation Paper for Distribution Transformers (주상변압기 고압권선의 서지응답 특성)

  • Song, I.K.;Jung, J.W.;Lee, B.S.;Lee, J.B.;Kim, S.J.;Oh, J.H.
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2002.05c
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    • pp.156-159
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    • 2002
  • This paper presents an experimental study of the surge response characteristics for the primary winding of a pole transformer and ultimately aims at devising countermeasures against the surge in operating transformer. After applying the impulse voltage to the primary of the 30 kVA pole transformer with single bushing, the voltage waveforms were measured at each tap lead and compared with one another. As a result, the voltage peak of the surge propagating in the primary was decreased in magnitude at a constant rate and somewhat delayed compared to the peak of the applied surge as the tap leads were getting closer to the grounding terminal. The voltage measured at the secondary was not delayed in time, different from that at the primary, and it was about 1/6 according to the turn ratio.

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An LTCC Linear Delay Filter Design with Interdigital Stripline Structure

  • Hwang, Hee-Yong;Kim, Seok-Jin;Kim, Hyeong-Seok
    • KIEE International Transactions on Electrophysics and Applications
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    • v.4C no.6
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    • pp.300-305
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    • 2004
  • In this paper, new design equations based on the pole-zero analysis for multi-layered interdigital stripline linear group delay bandpass filter with tap input ports are presented. As a design example, a four-pole group delay filter with center frequency of 2.14GHz, bandwidth of 160MHz, and group delay variation of $\pm$0.1nS for LTCC technology or multilayered PCB technology is designed. In the design process, it is not necessary to simulate the entire structure, as the simulation of half structures is sufficient. Good results can be attained after the optimizing process was performed three times using the proposed equations and a commercial EM simulator.

Interior Central Pole Search Coils for Initial Rotor Position Detection of a Toroidal SRM (토로이달 SRM의 초기 회전자 위치검출을 위한 돌극 관통 서치코일)

  • 양형열;임영철
    • The Transactions of the Korean Institute of Electrical Engineers D
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    • v.53 no.7
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    • pp.473-482
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    • 2004
  • In this paper, a detection technique of initial rotor position at a standstill in Toroidal Switched Reluctance Motor(TSRM) with built-in interior central pole search coil is proposed. In case search coils are used as a position sensor, it has many advantages like low cost, decrease in the volume, high robust characteristics and wide applications. However, the initial rotor position detection is very difficult because the search coil's EMF is not exist at a standstill. In this paper, a new detection method of initial rotor position is suggested using interior central pole search coil. The simulation and experiment for the proposed method and their results support the validity of the proposed scheme by verifying the operation of a 6/4 TSRM using search coils.

Research on Dielectric Characteristics of Environmental-Friendly Vegetable Insulation Oil for the Pole Transformer (주상변압기 적용을 위한 친환경 식물성절연유의 절연특성 연구)

  • Kwag, Dong-Soon
    • Journal of the Korean Society of Safety
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    • v.25 no.6
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    • pp.81-85
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    • 2010
  • In recent years, environmental concerns have been raised on the use of poorly biodegradable fluids in electrical apparatus in regions where spills from leaks and equipment failure could contaminate the surroundings. The vegetable insulation oils are highly biodegradable, have negligible effect on the environment, human health and ecosystem. Therefore, to assure their safe use in electrical power systems, it may require some processing and modification to improve some of their physical, chemical, thermal and electrical properties. This paper provides a comparative results of the electrical breakdown properties of several vegetable insulation oils and mineral oil to use as dielectric fluid in environmental-friendly pole transformer. Also, the electrical breakdown property of the Nomex and kraft insulation papers in vegetable insulation oil is examined.

LMI-Based Robust Flight Control of an Aircraft Subject to C.G Variation (선형행렬부등식 (LMI)을 이용한 비행체 무게중심 변화에 대한 강건한 제어기 설계)

  • Hong, Sung-Kyung;Kim, Byungsoo
    • Journal of Institute of Control, Robotics and Systems
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    • v.6 no.7
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    • pp.611-616
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    • 2000
  • This paper presents a design method for the robust flight controller of a hyghly maneuvering aircraft subject to C.G variation. This method is based on LMI(Linear Matrix ZInequality) pole-placement design methodology for the polytopic models. Simulation results show that the proposed LMI-based pole-placement design methodology robustly yields uniform performance with adequate Flying Qualities (FQ) over the entire CG variation range.

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Design and Drive Characteristics of Low Voltage 8/6 SRM for Fan Application (팬구동용 저압 8/6 SRM의 설계 및 구동 특성)

  • Ahn, Jin-Woo
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.63 no.10
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    • pp.1371-1376
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    • 2014
  • In this paper, 4-phase switched reluctance motor(SRM) with 8-stator and 6-rotor pole structure is proposed for a high speed fan with a low voltage. The air blower has unidirectional rotation characteristics and requires a low torque ripple and noise as well as high efficiency. To achieve the requirements, voltage and current according to loading condition of limited specification is considered. Design process is to select the bore diameter, pole arc, york of stator and rotor to get a high torque and efficiency. To verify the validity of the proposed structure, finite element method(FEM) is employed to get the performances. And the converter for the proposed SRM is employed a 1.5q power converter for cost effectiveness. Prototype SRM is manufactured and tested, and the test results show this design is within the specification and good for the air blower applications.

Effects of Anchor Block on Stability of Concrete Electric Pole (콘크리트전주의 안정성에 미치는 근가의 영향)

  • Ahn, Tae-Bong
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.11
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    • pp.5-10
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    • 2012
  • Many electric poles in the softground have been collapsed due to external load. In this study, several tests were performed with variation of numbers and depths of anchor blocks to find effects of anchor blocks on stability of concrete electric poles through earth pressure and displacement analysis. 1.50m depth of anchor block seems appropriate among three kinds of depths. The 2.25m depth of anchor block makes larger displacement due to disturbance caused by excessive excavation. The deeper anchor block, the less earth pressure of passive zone, an active earth pressure gets larger. When two anchor blocks were installed, displacement at top pole decreased 43.8% and 55.6% at ground when 1 anchor block was installed.

Behavior of Single Pole Foundation using Experimental Study (실증시험을 통한 강관주기초의 거동특성)

  • Kim, Dae-Hong;Oh, Gi-Dae
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.598-604
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    • 2010
  • The drilled pier foundation is widely used to support transmission line structures due to its simplicity of construction. When this foundation type is used in conjunction with a single shaft or H-frame structure, it is subjected to a high overturning moment, combined with modest vertical and shear loads. Since the length and diameter of drilled piers are often governed by a maximum permissible deflection, many drilled piers being installed today are very conservatively designed. In this study, Nine prototype field-tests (1/8 scale) have been conducted in order to determine the vertical and lateral resistance of drilled pier foundation for single pole structures. These test results reveal the test piers behaved essentially as rigid bodies in soil (6D) and the center of rotation of the pier were typically 0.6~0.4 of the pier depth below ground surface. Test results also show the relationship between the applied load and the deflection at the top of the pier is highly nonlinear.

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Characteristics Analysis of V Shape Pole Changing Memory Motor using Finite Element Method (유한요소법을 이용한 V형상 극변환 메모리 모터의 특성 분석)

  • Kim, Young-Hyun;Kim, Su-Yong;Kim, Jung-Woo;Lee, Jung-Ho
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.64 no.6
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    • pp.872-877
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    • 2015
  • The Permanent Magnet (PM) machine used at speed control using field-weakening control method. But the field-weakening current, which reduces the field flux for high speeds, causes significant copper and core losses. Therefore, this paper deals with the PM performance evaluations in a pole changing memory motor (PCMM). The PCMM can change the number of magnetic poles and produce two types of torque. When the motor operates with eight poles, it produces a magnetic torque at low rotational speeds. When the motor changes to four poles, it produces both magnetic torque and reluctance torque at high speeds. The paper explain the principle and basic characteristics of the motor by using a finite element method magnetic-field analysis, which consists of a PM magnetized by a pulse d-axis current of the armature winding. The results of our experiment show that the proposed motor reduces core loss by 10% and 55% under no-load and load conditions, and doubles the speed range of the motor.

Experimental Study on the Laterally Loaded Behavior of Single Pole Foundation (강관주 철탑기초의 수평거동에 관한 실험적 연구)

  • Kim, Dae-Hong;Kim, Kyoung-Yul
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1087-1094
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    • 2008
  • The drilled pier foundation is widely used to support transmission line structures due to its simplicity of construction. When this foundation type is used in conjunction with a single shaft or H-frame structure, it is subjected to a high overturning moment, combined with modest vertical and shear loads. Since the length and diameter of drilled piers are often governed by a maximum permissible deflection, many drilled piers being installed today are very conservatively designed. In this study, Five prototype field-tests (1/8 scale) have been conducted in order to determine the lateral resistance of drilled pier foundation for single pole structures. These test results reveal the test piers behaved essentially as rigid bodies in soil (6D) and the center of rotation of the pier were typically 0.6~0.4 of the pier depth below ground surface. Test results also show the relationship between the applied load and the deflection at the top of the pier is highly nonlinear.

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