• 제목/요약/키워드: Transient Stability Index

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온라인 과도안전도 평가 알고리즘 개발 (Development of on-line Transient Security Assessment Algorithm)

  • 김용학;차승태;김태균;김홍균;전명렬;추진부;남해곤
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 하계학술대회 논문집 A
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    • pp.91-93
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    • 2004
  • This paper is to develope the fast screening algorithm for on line transient security assessment. All generators are represented in a classical model and stability index is defined as a ratio between acceleration power and deceleration power Critical machines and remaining machines are identified based on stability index and aggregated into two equivalent machines. And finally equivalent machines are reduced into OMIB system then CCT is computed. The Proposed algorithm is applied to the KEPCO system and obtained the reasonable results compared with TSA Tool.

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계통(系統)의 안전성(安全性) 제어(制御)를 고려(考慮)한 동적(動的) 전압안정도(電壓安定度)에 관(關)한 연구(硏究) (A Study on the Dynamic Voltage Stability Considering the Power System Security Control)

  • 이근준;황종영;이길순;정태호;김건중;김용배
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1994년도 추계학술대회 논문집 학회본부
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    • pp.54-60
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    • 1994
  • The cause of black out of Tokyo Power in 1987 has been identified as the voltage stability problem. After this event many researchers has been interested in voltage stability or voltage collapse phenomena. The voltage instability is different Com the transient stability in the sense of reactive power mismatch and the long duration time. In this study, we developed efficient tool for analyze and control the dynamic voltage instability. To analize specific condition of dynamic voltage stability, quasi-dynamic simulation method is developed. To provide proper mathmatical model for dynamic voltage stability, generator, SVC, OLTC, induction motor models are introducted. To provide specified dynamic voltage stability, the authors considered to use reactive loss function(${\partial}Q/{\partial}p_L$) as reactive power facility control index. This program was tested and identified its usefulness in real KEPCO system.

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A Study on the Dynamic Reduction for Large Power System

  • Kim, Jin-Yi;Won, Dong-Jun;Moon, Seung-Il
    • KIEE International Transactions on Power Engineering
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    • 제12A권1호
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    • pp.1-5
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    • 2002
  • This paper presents the procedure to construct equivalent model of large power system based on nonlinear time simulation responses. It consists of coherency identification, generator aggregation and network reduction. Coherency index that can be directly implemented to this procedure is proposed. Generator aggregation based on detailed model is performed. This procedure can be used to construct equivalent model in PSS/E. It is also possible to reduce the large power system directly from the nonlinear time responses. This procedure is applied to the transient stability analysis of Korea power system that now experiences rapid changes. The equivalent model is compared with the original model in its size, accuracy, speed and performance. This paper shows that the developed equivalent model is a good estimate of the original system.

배수시간과 격자크기와 반동력학적 또는 동력학적 습윤지수에 대한 연구 (The Analysis of Drainage Time and Resolution of the Quasi-dynamic and Dynamic Wetness Index)

  • 김상현;한지영;이가영;김남원
    • 한국수자원학회논문집
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    • 제36권6호
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    • pp.949-960
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    • 2003
  • 정상상태 가정을 완화시킨 습윤지수의 해상도 문제가 수치지형모형에서 다루어졌다. 반 동역학적 습은지수와 동력학적 습윤지수의 변화성을 수치고도모형의 격자 크기와 배수시간을 변화시키면서, 공간적 통계적으로 고찰하였다. 변화하는 배수시간과 격자크기에 따라 습윤지수의 구조화 양상이 관찰 되었다. 설마천 유역의 적용결과 비교적 짧은 배수시간에서는 습윤도의 천이성이 관찰되었고, 10,000 시간 이상의 배수 시간에서는 통계적 분석 결과가 정상상태의 특성으로 수렴함을 보여주고 있다. 반 동역학적 및 동역학적 습윤지수의 확률밀도 함수들은 계산결과의 안정성과 일관성에 관련이 있는 경계 격자 크기가 존재함을 보여주고 있다.

Rainfall-induced shallow landslide prediction considering the influence of 1D and 3D subsurface flows

  • Viet, Tran The;Lee, Giha;An, Hyunuk;Kim, Minseok
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2017년도 학술발표회
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    • pp.260-260
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    • 2017
  • This study aims to compare the performance of TRIGRS (Transient Rainfall Infiltration and Grid-based Regional Slope-stability model) and TiVaSS (Time-variant Slope Stability model) in the prediction of rainfall-induced shallow landslides. TRIGRS employs one-dimensional (1-D) subsurface flow to simulate the infiltration rate, whereas a three-dimensional (3-D) model is utilized in TiVaSS. The former has been widely used in landslide modeling, while the latter was developed only recently. Both programs are used for the spatiotemporal prediction of shallow landslides caused by rainfall. The present study uses the July 2011 landslide event that occurred in Mt. Umyeon, Seoul, Korea, for validation. The performance of the two programs is evaluated by comparison with data of the actual landslides in both location and timing by using a landslide ratio for each factor of safety class ( index), which was developed for addressing point-like landslide locations. In addition, the influence of surface flow on landslide initiation is assessed. The results show that the shallow landslides predicted by the two models have characteristics that are highly consistent with those of the observed sliding sites, although the performance of TiVaSS is slightly better. Overland flow affects the buildup of the pressure head and reduces the slope stability, although this influence was not significant in this case. A slight increase in the predicted unstable area from 19.30% to 19.93% was recorded when the overland flow was considered. It is concluded that both models are suitable for application in the study area. However, although it is a well-established model requiring less input data and shorter run times, TRIGRS produces less accurate results.

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홍수터에서의 홍수위험도 예측을 위한 홍수터 안정성 평가 지수 개발 (A study on the development of flood plain stability evaluation Index for flood risk assessment in floodplain)

  • 구영훈;송창근;박용성;김영도
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2016년도 학술발표회
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    • pp.69-69
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    • 2016
  • 하천은 크게 하도와 홍수터 그리고 제방으로 나눌 수 있으며, 국내에서는 다른 국가들과 다르게 대하천사업 이후 하천의 홍수터에 생태공원이나 체육시설 등과 같은 다양한 친수시설들을 조성하여 활용하고 있다. 하지만 최근 이상기후로 인해 홍수의 발생빈도 및 강도가 증가하고 있으며 여름철 집중호우에 의한 하천의 홍수위 상승은 이러한 친수시설의 침식과 퇴적 등과 같은 침수피해를 가중시키는 원인이 되기도 한다(Ku et al., 2013). 따라서 이와 같은 홍수피해를 예측하기 위해서는 홍수터를 포함한 복단면에서의 수치해석이 선행되어야 하며, 일반적으로 2차원 수치해석이 바람직한 것으로 제안되고 있다(Sato et al., 1989). 또한 하천에서의 2차원 수치해석 결과를 이용하여 침식과 퇴적에 관한 친수시설 안정성 평가 지수를 산정할 수 있으며, 산정된 지수를 통해 홍수터에서의 홍수피해를 예측할 수 있다. 다른 국가에서는 국내와 다르게 홍수터에 대한 활용이 거의 없기 때문에 홍수에 따른 홍수터에서의 위험도를 평가한 연구는 거의 없는 실정이며, 한국에서도 홍수터에서의 홍수위험도 평가에 대한 연구는 Song et al.(2016)이 다른 국가에서 활용하고 있는 제내지에서의 홍수위험도 평가 지수를 홍수터에 도입하여 실제 태풍에 의한 홍수위험도를 간접적으로 평가한 연구 정도가 대부분이라고 볼 수 있다. 따라서 본 연구에서는 Einstein-Krone 공식(1962)을 이용하여 침식과 퇴적을 동시에 고려할 수 있는 Transient Erosion and Deposition Index(TEDI)와 Steady Erosion and Deposition Index(SEDI)를 개발하였다. 또한 개발된 지수를 실제 자연하천에 적용하여 태풍 사상에서의 산정된 지수를 통해 홍수터 안정성을 평가하였다.

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주파수제어를 위한 비열제어기구의 최적설계에 관한 연구 (A Study of Optimal Design of the Proportional Load-Frequency Controller for a Self-service Power Station)

  • 장세훈;임화영
    • 전기의세계
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    • 제26권2호
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    • pp.99-103
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    • 1977
  • The object of this work is to study an optimal design problem of the proportional load-frequency controller for the single-control area power system. The selfservice power station is still a popular means as a power supplying source on ships or in a certain manufacturing area. The power system of this kind can be formulated as a single control-area system and it attracts a certain academic interest in controlling the system frequency under disturbances. In this paper, the single control-area system is mathematically formulated as a linear, time-invariant system in state-space under certain assumptions. The optimal proportional control law and the realization of the controller in closed loop-version is studied so that the final system designed can attain the system frequency to the nominal stationing value after the small load-disturbance. As in general cases of optimal design problems, the performance index is assumed to be quadratic in states and the control effort, and the infinite time control process is assumed in this work. The final control system realized depicts certain improvements in case study; in stability, transient responses and in steady-state frequency deviation, even though the steady state error did not attain the zero value.

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Minimally Invasive Lumbar Spinal Decompression : A Comparative Study Between Bilateral Laminotomy and Unilateral Laminotomy for Bilateral Decompression

  • Kim, Seok-Won;Ju, Chang-Il;Kim, Chong-Gue;Lee, Seung-Myung;Shin, Ho
    • Journal of Korean Neurosurgical Society
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    • 제42권3호
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    • pp.195-199
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    • 2007
  • Objective : Bilateral laminotomy and unilateral laminotomy for bilateral decompression are becoming the minimally invasive procedures for lumbar spinal stenosis (LSS). With the aim of less invasiveness and better preservation of spinal stability. these techniques have been developed. But there are no large randomized studies to show the surgical results between these two techniques. The objective of this study was to examine the safety and efficacy of these two minimally invasive techniques. Methods : A total of 80 patients were included in this study (Group I : bilateral laminotomy, Group II : Unilateral laminotomy for bilateral decompression). Perioperative parameters and complications were analyzed. Symptoms and scores such as visual analog scale (VAS) scores, Oswestry Disability Index (ODI) scores, and SF-36 scores of prospectively accrued patients were assessed preoperatively and at 1 month and 12 months after surgery. Paired-t test, two-sample student-t tests, and non parametric tests were used to determine cross-sectional differences between two groups. Results : No major complications such as spinal instability or deaths occurred during follow-up periods. VAS, ODI scores and SF-36 body pain and physical function scores showed statistically significant improvements in both groups (p<0.001). The significant widening of the spinal canal diameter was also noted in both groups. But, in Group II. there were minor postoperative complications such as dural tear (2 cases 5.0%), fracture of ipsilateral inferior facet (1 case 2.5%), and 5 cases of transient leg symptoms of contralateral side. Conclusion : Both bilateral laminotomy and unilateral laminotomy for bilateral decompression allow achievement of adequate and long-lasting operative results in patients with LSS. But postoperative complications are more frequent in Group II (unilateral laminotomy and bilateral decompression). These results indicate that bilateral laminotomy is the preferred minimally invasive technique to treat symptomatic LSS.

시간영역 설계명세를 위한 목표전달함수의 새로운 표준형 (New prototypes of target transfer functions for time domain specification)

  • 김신구;김영철
    • 제어로봇시스템학회논문지
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    • 제5권8호
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    • pp.889-897
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    • 1999
  • This paper deals with a problem searching a target transfer function to meet the time-domain specifications for feedback system with given plant transfer function. For the Type I system, we first define three forms of transient response to unit step input, which are named by F, M, S-type. These are charaacterized as follows ; F-type has fast initial response and slow approach to the steady sate after reaching at 90% of the steady state value, S-type has slow initial response but fast approach to the steady state, and M-type is denoted by highly smooth response between F-type and S-type. Three prototypes corresponding to each form are proposed, time. For the order $n{\geq}4$, after determining admissible root structures of target characteristic polynomials empirically and expressing such polynomial coefficients by using special parameters ${\gamma}_i$ and $\epsilon$, the optimal prototypes that minimize the integral of the squared of the modified errors(ISME) have been obtained. Since the step responses of these prototypes have almost same wave forms irrespective to the order, the desired settling time or the rise time can be converted into the equibalent time constant $\tau$ and thus it is easy to obtain a target transfer function. It is shown through a design example that the present prototype is very useful for meeting the time-domain specifications and has been compared with different methods with a viewpoint of pertinence.

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