• Journal of Electrical Engineering and Technology
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• 제11권3호
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• pp.683-689
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• 2016

Most outdoor solid insulators may suffer from surface degradations due to non-stationary currents that flow on the insulator surface. These currents may be classified as leakage, discharge and tracking currents due to their disturbing potencies respectively. The magnitude of these currents depends on the degree of the contamination of surface. The leakage signals are followed by discharge signals and tracking signals which are capable of forming carbonized tracking paths on the surface between high voltage and earth contacts (surface tracking). Surface tracking is one of the most breakdown mechanisms observed on the solid insulators, especially polymers which may cause severely reduced lifetime. In this study the degradations observed on polyester resin based insulators are investigated according to the IEC 587 Inclined Plane Test Standard. The signals are monitored and recorded during tests until surface tracking initiated. In order to prevent total breakdown of an insulator, early detection of tracking signals is vital. Continuous Wavelet Transform (CWT) is proposed for classification of signals and their energy levels observed on the surface. The application of CWT for processing and classification of the surface signals which are prone to display high frequency oscillations can facilitate real time monitoring of the system for diagnosis.

• 한국방재안전학회논문집
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• 제16권2호
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• pp.15-32
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• 2023

홍수 유량측정은 직접 하천에 접촉하는 방식의 경우 측정인력의 안전 문제와 다수의 인력이 필요한 점 등 어려운 점이 많다. 최근 이러한 문제점을 해결하기 위해 현장에서 측정이 간편하고, 수면에 접촉하지 않는 비접촉방식의 전자파표면유속계 활용이 증가하고 있으나 돌발적이고 급변하는 현장 여건의 적용에 있어 어려움이 있다. 따라서, 홍수 상황에서 표면유속을 이용한 유량산정방법은 이론적이고, 경제적인 접근이 필요하다. 본 연구에서는 전자파표면유속계 측정자료와 수위-유량관계곡선식 자료를 수집하여 표면유속을 이용한 지표유속법과 유속분포법을 적용 및 분석하였다. 전반적으로 동수반경 3 m 이상 또는 평균유속 2 ㎧ 이상에서는 모든 방법이 측정유량 및 환산유량과 유사한 결과로 분석되었다. 그리고 대상지점 중 수위-유량관계곡선식 고수위 범위에서 최대유속 발생 위치 구간의 최대 표면유속을 이용하여 지표유속법과 유속분포법으로 유량을 산정하였고, 환산유량과의 평균 상대오차가 모두 10% 이내로 비교적 일치하였다. 홍수시 한 개의 최대 표면유속 측정과 지표유속법 및 유속분포법을 이용한 유량산정방법은 고수위 외삽 개발에 적용할 경우 외삽추정 구간에 대한 신뢰도를 제고할 수 있을 것으로 판단되었다. 따라서, 본 연구결과를 토대로 한 표면유속을 이용한 유량산정방법은 신속하고 효율적인 홍수 유량측정 방안이 될 것으로 기대된다.

• Tribology and Lubricants
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• 제16권4호
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• pp.253-258
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• 2000

Frictional behavior of wire electric discharge machined surfaces of spheroidized annealed STDll steel was investigated. The surfaces were produced with a various series of finish cuts where pulse energy was reduced with increase in the number of finish cuts. Roughness and micro-hardness of the surfaces were also measured. It is observed that the increase in the number of finish cuts produces the surface exhibiting lower frictional resistance followed by higher resistance after considerable wear. Effects of finish cuts on the friction characteristics are discussed with the aid of roughness and micro-hardness of the surfaces.

• 전기의세계
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• 제19권2호
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• pp.1-5
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• 1970

According to the previous studies which was done by the author, the flashover voltage was found to be increased considerably if some metallic barriere are inserted into the flashover discharge path. This paper shows that the flashover voltage in suspension insulators and bushings is raised up by the application of metallic barrier effect on surface discharge. Using moderate metallic barrier configulation the flash over voltage can be raised up by the amount of about 15% compared to that of the convensional type of suspension insulatiors and bushings.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2000년도 춘계학술대회논문집 - 한국공작기계학회
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• pp.246-251
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• 2000

In this paper, Wire electric discharge grinding(WEDG) method for manufacturing the micro shaft was introduced and the machining characteristics was investigated. from the experimental results, it was concluded that high surface integrity could be obtained by use of dielectric fluid spraying method and small capacitive condenser.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1990년도 하계학술대회 논문집
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• pp.462-464
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• 1990

We report the development of a surface discharge preionized KrF discharge Laser with a new type of high-brightness Corona preionizer using a segmented columnar $BaTiO_3$ dielectric. This Laser characteristic was higher value than that obtained with the conventional corona preionizer using a glass, $Al_2O_3ceramic$, Kapton film, or a Teflon insulator.

• 한국표면공학회:학술대회논문집
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• 한국표면공학회 2012년도 춘계학술발표회 논문집
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• pp.336-337
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• 2012

본 연구에서는 HMDS (400sccm)/$O_2$(20slm)/He(5slm)/Ar(10slm)의 가스를 사용하여 remote-type discharge와 direct-type discharge로 구성된 double discharge system을 이용하여 SiOx 박막을 증착시켰다. 특히, 본 연구는 frequency의 변화가 SiOx 박막의 특성과 plasma특성에 어떠한 영향을 미치는지 조사하였다.

• 한국농공학회지
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• 제18권2호
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• pp.4116-4120
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• 1976

With the use of many rivers increased nearly to the capacity, the need for information concerning daily quantities of water and the total annual or seasonal runoff has became increased. A systematic record of the flow of a river is commonly made in terms of the mean daily discharge Since. a single observation of stage is converted into discharge by means of rating curve, it is essential that the stage discharge relations shall be accurately established. All rating curves have the looping effect due chiefly to channel storage and variation in surface slope. Loop rating curves are most characteristic on streams with somewhat flatter gradients and more constricted channels. The great majority of gauge readings are taken by unskilled observers once a day without any indication of whether the stage is rising or falling. Therefore, normal rating curves shall show one discharge for one gauge height, regardless of falling or rising stage. The above reasons call for the correction of the discharge measurements taken on either side of flood waves to the theoretical steady-state condition. The correction of the discharge measurement is to consider channel storage and variation in surface slope. (1) Channel storage As the surface elevation of a river rises, water is temporarily stored in the river channel. There fore, the actual discharge at the control section can be attained by substracting the rate of change of storage from the measured discharge. (2) Variation in surface slope From the Manning equation, the steady state discharge Q in a channel of given roughness and cross-section, is given as {{{{Q PROPTO SQRT { 1} }}}} When the slope is not equal, the actual discharge will be {{{{ { Q}_{r CDOT f } PROPTO SQRT { 1 +- TRIANGLE I} CDOT TRIANGLE I }}}} may be expressed in the form of {{{{ TRIANGLE I= { dh/dt} over {c } }}}} and the celerity is approximately equal to 1.3 times the mean watrr velocity. Therefore, The steady-state discharge can be estimated from the following equation. {{{{Q= { { Q}_{r CDOT f } } over { SQRT { (1 +- { A CDOT dh/dt} over {1.3 { Q}_{r CDOT f }I } )} } }}}} If a sufficient number of observations are available, an alternative procedure can be applied. A rating curve may be drawn as a median line through the uncorrected values. The values of {{{{ { 1} over {cI } }}}} can be yielded from the measured quantities of Qr$.$f and dh/dt by use of Eq. (7) and (8). From the 1/cI v. stage relationship, new vlues of 1/cI are obtained and inserted in Eq. (7) and (8) to yield the steady-state discharge Q. The new values of Q are then plotted against stage as the corrected steadystate curve.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.306-312
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• 2005

Gates for the purpose of drainage are classified following the types of structure as: Radial Gate, Sluice Gate, Rolling Gate, Drum Gate. In many cases of the reclamation project the sluice type of gates are applied. Different from this general trend, however the radial type of gate was adopted in the Saemangeum project. In this case the discharge coefficients which are used for the sluice type of gate was applied. To estimate the correct amount of discharge which will be evacuated through the gates, therefore the proper discharge coefficients should be estimated before the operation of the gates. The discharge coefficients were estimated through the physical hydraulic modeling, and we got the results as: $0.72{\sim}0.84$ for the submerged condition on the both sides of upstream and downstream, $0.62{\sim}0.83$ for the free surface condition on the downtream side only, and $1.04{\sim}1.12$ for the free surface condition on the both sides of upstream and downstream. The discharge coefficients obtained from the experiments are greater than those of the sluice gates in the design criteria. From the results of the study we may expect that in the Saemangeum project the radial gates could evacuate larger amount of discharge than the originally designed discharge, so that we may sure that the Saemangeum gates have enough capability to control the evacuation of water not only in the usual period but also in the flooding season.

• 조명전기설비학회논문지
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• 제14권2호
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• pp.68-74
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• 2000

본 논문에샤는 동축형 전극구조 변화시의 중첨방전에 의해 발생되는 오존의 농도 효율 및 발생량 특생에 대해서 논했다. 오존생정올 향상시키기 위해 오존방전환의 새로운 형태를 제안하였으며 연면방전과 무성방전이 동시에 분리된 방전공간내에서 발생하도록 하였다. 전극구조에 대한 오존발생 의존성을 조사하지 워해 구조가 다른 형태(2전극-1캡,3전극-2캡 및 3전극-3캡형)인 방전관올 설계.제작하였고 실험은 오존발생특성을 살펴보지 위하여 60[Hz] 전원을 사용하여 무성방전과 연면반전을 같은 갭내에 중첩시켜 측정한 결과 무성방전을 이용한 전극구조보다 중첩방전올 이용한 전극에서 오존의 농도, 효율 및 발생량이 향상됨율 확인할 수 있었다.