• Title/Summary/Keyword: Peak Discharge

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The Design of a Regular Triangle Fractal Sensor for Partial Discharge diagnosis in High Voltage Rotary Machine Stator Windings (고압회전기 고정자 권선에서 발생하는 부분방전 진단을 위한 Sierpinski 정삼각형 프랙탈 센서)

  • Lim, Kwang-Jin;Lwin, Kyaw-Soe;Shin, Dong-Hoon;Kong, Tae-Sik;Kim, Hee-Dong;Park, Noh-Joon;Park, Dae-Hee
    • Proceedings of the KIEE Conference
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    • 2007.07a
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    • pp.1486-1487
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    • 2007
  • In case of stator windings in 6.6 kV high voltage rotary machine, the pulse resonance shows in 1.1 MHz - 2 MHz and 20 MHz - 200 MHz as the range of low frequency. Actually, the peak of partial discharge appears the range which generated resonance frequency, and is confirmed in the range of 1.1 MHz -2 MHz. In this paper, the Sierpinski triangle fractal sensor have designed by using the CST MWS for confirming the partial discharge in 20 MHz - 200 MHz. As a result, we have obtained the result that the resonance pulse freqency is correlated with the partial discharge freqency in 20 MHz - 200 MHz.

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Frequency Spectrum Analysis of Series Arc and Corona Discharges (직렬 아크 및 코로나 방전의 주파수 스펙트럼 분석)

  • Kil, Gyung-Suk;Jung, Kwang-Seok;Park, Dae-Won;Kim, Sun-Jae;Han, Ju-Seop
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.23 no.7
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    • pp.554-559
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    • 2010
  • In this paper, we analyzed the frequency spectrum of radiated electromagnetic pulses generated by series arc- and corona- discharges as a basic study to develop an on-line diagnostic technique for power facilities installed inside closed-switchboards. To simulate series arc and corona discharges, five types of electrode system which consists of needle and plane electrodes were arranged. The experiment was carried out in an electromagnetic shielding room, and the measurement system consists of an ultra log antenna and an EMI receiver. From the experimental results, the frequency spectrum exists in ranges from 30 MHz to 2 GHz for a series arc discharge and 30 MHz to 1.2 GHz depending on defects for a corona discharge. The peak frequency of the series arc- and corona- discharges were 100 MHz to 160 MHz and 40 MHz to 80 MHz, respectively.

Reduction Kinetics of Gold Nanoparticles Synthesis via Plasma Discharge in Water

  • Sung-Min Kim;Woon-Young Lee;Jiyong Park;Sang-Yul Lee
    • Journal of the Korean institute of surface engineering
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    • v.56 no.6
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    • pp.386-392
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    • 2023
  • In this work, we describe the reduction kinetics of gold nanoparticles synthesized by plasma discharge in aqueous solutions with varied voltages and precursor (HAuCl4) concentrations. The reduction rate of [AuCl4]- was determined by introducing NaBr to the gold colloidal solution synthesized by plasma discharge, serving as a catalyst in the reduction process. We observed that [AuCl4]- was completely reduced when its characteristic absorption peak at 380 nm disappeared, indicating the absence of [AuCl4]- for ligand exchange with NaBr. The reduction rate notably increased with the rise in discharge voltage, attributable to the intensified plasma generated by ionization and excitation, which in turn accelerated the reduction kinetics. Regarding precursor concentration, a lower concentration was found to retard the reduction reaction, significantly influencing the reduction kinetics due to the presence of active H+ and H radicals. Therefore, the production of strong plasma with high plasma density was observed to enhance the reduction kinetics, as evidenced by optical emission spectroscopy.

Application of Urban Stream Discharge Simulation Using Short-term Rainfall Forecast (단기 강우예측 정보를 이용한 도시하천 유출모의 적용)

  • Yhang, Yoo Bin;Lim, Chang Mook;Yoon, Sun Kwon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.59 no.2
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    • pp.69-79
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    • 2017
  • In this study, we developed real-time urban stream discharge forecasting model using short-term rainfall forecasts data simulated by a regional climate model (RCM). The National Centers for Environmental Prediction (NCEP) Climate Forecasting System (CFS) data was used as a boundary condition for the RCM, namely the Global/Regional Integrated Model System(GRIMs)-Regional Model Program (RMP). In addition, we make ensemble (ESB) forecast with different lead time from 1-day to 3-day and its accuracy was validated through temporal correlation coefficient (TCC). The simulated rainfall is compared to observed data, which are automatic weather stations (AWS) data and Tropical Rainfall Measuring Mission (TRMM) Multisatellite Precipitation Analysis (TMPA 3B43; 3 hourly rainfall with $0.25^{\circ}{\times}0.25^{\circ}$ resolution) data over midland of Korea in July 26-29, 2011. Moreover, we evaluated urban rainfall-runoff relationship using Storm Water Management Model (SWMM). Several statistical measures (e.g., percent error of peak, precent error of volume, and time of peak) are used to validate the rainfall-runoff model's performance. The correlation coefficient (CC) and the Nash-Sutcliffe efficiency (NSE) are evaluated. The result shows that the high correlation was lead time (LT) 33-hour, LT 27-hour, and ESB forecasts, and the NSE shows positive values in LT 33-hour, and ESB forecasts. Through this study, it can be expected to utilizing the real-time urban flood alert using short-term weather forecast.

Multipurpose Dam Operation Models for Flood Control Using Fuzzy Control Technique ( II ) - Simulation of Historical Flood Events - (퍼지제어모형을 이용한 다목적 댐의 홍수조절모형 (II) - 과거홍수사상에 대한 적용 -)

  • Shim, Jae-Hyun;Kim, Ji-Tae;Cho, Won-Cheol;Kim, Jin-Young
    • Journal of the Korean Society of Hazard Mitigation
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    • v.4 no.1 s.12
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    • pp.41-50
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    • 2004
  • The objective of this study is to investigate the feasibility of the developed Fuzzy control techniques in dam operation. The simulated results for the 1984, 1990, and 1995 flood events are compared with historical operation results in the view of flood control and disaster prevention. The three models developed in this study determine the outflows based on the two conditions the first one is to consider only two inputs such as reservoir water level and inflow, for operation of the existing situations, the second one is that the possible maximum discharge from each dam does not exceed the allowable design maximum discharge for disaster prevention in downstream area. As the results, it was shown that the suggested models based on Fuzzy control technique could reduce both the peak water level and the maximum peak discharge compared with the historical operation results.

Application of the GSSHA model for the long-term simulation of discharge and water quality at the Peace dam (평화의댐 장기 유출과 수질 모의를 위한 GSSHA 모형의 적용)

  • Jang, Suk Hwan;Oh, Kyoung Doo;Jo, Jun Won
    • Journal of Korea Water Resources Association
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    • v.53 no.5
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    • pp.357-367
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    • 2020
  • It is usually not easy to simulate the hydrologic cycle or water quality for ungaged watersheds, especially for long-term simulation. In this paper we evaluated the applicability of GSSHA, a process-based distributed hydrologic model, for the long-term discharge and water quality simulation for the ungaged Peace dam watershed. From the comparative analysis of the simulated discharge and water quality series with measured ones, we concluded that with its overall fair performance on simulating hydrograph patterns of the peak discharges and base flows for major storms the GSSHA model showed some possibility to be used as a watershed model even with its overestimation of peak discharges for small storms and different trends of simulated water quality from measured ones for some periods.

Transport of space charge between sub-pixels in AC-plasma cell discharge

  • Lee, S.B.;Park, E.Y.;Han, Y.G.;Moon, M.W.;Oh, P.Y.;Song, K.B.;Lee, H.J.;Son, C.G.;Jeong, S.H.;Yoo, N.L.;Hong, Y.J.;Jeong, S.J.;Kim, J.H.;Park, S.O.;Choi, E.H.
    • 한국정보디스플레이학회:학술대회논문집
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    • 2006.08a
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    • pp.929-931
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    • 2006
  • In this experiment, we have investigated that the transported space charge between sub-pixels in AC-plasma cell discharge. The test pulse 30 V, $5{\mu}s$ was applied to the address electrodes of neighbor cells of discharge occurred cells. And we have measured the transported space charge between sub-pixels in accordance with the various last sustain pulse widths t(time gap between the rising edges of sustain and test pulses) of 0.2 to $3{\mu}s$. It was observed that the peak value of transported space charge has been shown to be 21.5pC at $1.0{\mu}s$. And the IR peak value have been occured after $0.51{\mu}s$ with respect to sustain voltage.

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Estimation of Muskingum-Cunge Parameters for Natural Streams (자연하천에 대한 Muskingum-Cunge 모형의 매개변수 산정)

  • Kim, Jin-Soo;Jun, Kyung-Soo
    • Journal of Korea Water Resources Association
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    • v.43 no.2
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    • pp.233-243
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    • 2010
  • A method is proposed of estimating Muskingum-Cunge parameters for natural streams using cross-sectional and longitudinal channel geometry and roughness coefficient data. Firstly, for various water-surface levels at a cross section cross-sectional areas and hydraulic radii are calculated. Corresponding discharges are then calculated using Manning's equation. This procedure is repeated for all cross-sections in the reach. Finally, routing parameters are estimated from the calculated cross-sectional area and discharge value pairs by regression analysis. The procedures for estimating Muskingum-Cunge parameters are applied to the South Han River. Flows calculated by Muskingum-Cunge model with estimated parameters showed much better agreement with those by dynamic wave model in peak discharge, time to peak discharge, and normalized RMS errors than those calculated by the HEC-1 Muskingum-Cunge model.

The three-dimensional temporal behavior measurement of light emitted from plasma display panel by the Scanned Point-Detecting System (Scanned Point-Detecting System을 이용한 플라즈마 디스플레이 패널에서 방출되는 광의 3차원 시간 분해 측정)

  • 최훈영;이석현;이승걸;김준엽
    • Korean Journal of Optics and Photonics
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    • v.13 no.6
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    • pp.559-563
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    • 2002
  • We measure the 3-dimensional temporal behavior of the light emitted from the discharge cell of a plasma display panel (PDP) by using a scanned point detecting system. The light signal detected by a PM tube is sent to the oscilloscope, and the oscilloscope is connected to a PC with GPIB. From the resultant temporal behaviors, we could analyze the discharge characteristics of the panel with a Ne-Xe (4%) mixing gas at a 400 torr pressure. The top view of the panel shows that discharge moves from the inner edge of the cathode electrode to the outer cathode electrode, forming an arc shape. The side view of the panel shows that the light is detected up to 150 $\mu\textrm{m}$ up the barrier rib. After a trigger pulse is applied, peak intensity is detected at 730 ns and peak intensity position is located at the center of the ITO electrodes.

A Linear Analysis of the Relation between Rainfall and Runoff for Peak Flow based on Geomorphologic IUH (지형학적(地形學的) 순간단위도(瞬間單位圖)에 의한 첨두유량(尖頭流量)의 강우(降雨)-유출(流出) 선형해석(線形解析))

  • Lee, Jung Sik;Kim, Jae Han;Lee, Won Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.7 no.1
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    • pp.55-64
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    • 1987
  • The schemes synthesizing the instantaneous unit hydrograph(IUH) are presented by using the geomorphologic parameters of a basin. To this end, the channels in the network are numbered according to the Strahler scheme, and the mathematical formulation corresponding to a dynamic probability theory for deriving the geomorphologic IUH(GUH) is refered to the existing techniques adopted by Rodriguez-Iturbe and Valdes. Also, the mean runoff velocity is applied for expressing a dynamic state of flow. The applicability of the GUH to the real drainage basins is tested by using the data observed in a few basins with areas of the order of 9.2, 20, 33.63, and $109.73km^2$ in Korea. The test is carried out by checking the discrepancies between the observed and simulated values for the peak discharge and its time of occurrence which are the most important parameters of an IUH by varing the mean runoff velocity and the inputs. As a result, good agreement is found between them, and it is shown that the variability in peak discharge of hydrograph depends on the mean runoff velocity more than the constant loss rate.

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