• International Journal of Fuzzy Logic and Intelligent Systems
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• 제14권4호
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• pp.305-312
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• 2014

This paper discusses real-time peak shaving algorithms for a large-scale battery energy storage system (BESS). Although several transmission and distribution functions could be implemented for diverse purposes in BESS applications, this paper focuses on a real-time peak shaving algorithm for an energy time shift, considering wind power generation. In a high wind penetration environment, the effective load levels obtained by subtracting the wind generation from the load time series at each long-term cycle time unit are needed for efficient peak shaving. However, errors can exist in the forecast load and wind generation levels, and the real-time peak shaving operation might require a method for wind generation that includes comparatively large forecasting errors. To effectively deal with the errors of wind generation forecasting, this paper proposes a real-time peak shaving algorithm for threshold value-based peak shaving that considers fuzzy wind power generation.

• 한국산학기술학회논문지
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• 제14권5호
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• pp.2315-2321
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• 2013

본 연구는 혈류에 의한 조영제 peak time을 산출하는 새로운 방법을 개발하여 기존의 수식에 의한 부작용을 최소화 하고, 대체할 수 있는 새로운 검사법을 제시하고자 하였다. 시험적조영제주입법을 이용하여 CE MRA를 검사한 환자 127명을 대상으로, 기존의 수식에 의해 산출된 조영제 peak time이 조영제 주입 후 혈류에 의한 영상화 범위의 어느 뇌혈관 측정값과 일치하는지 각 뇌혈관의 조영제 inflow time과 peak time을 측정하였다. 연구결과, 유의수준 0.05에 대한 4개의 집단 간 차이가 존재하였으나 집단 1에서 수식에 의해 산출된 조영제 peak time과 S상 정맥동의 조영제 inflow time이 통계적으로 유의한 차이가 없어 일치하였으며, Bland Altman plot를 시행한 결과 일치도가 상당히 높은 것을 확인할 수 있었다. 따라서 본 연구의 혈류에 의한 새로운 방법을 적용한다면, 부작용 가능성을 최소화하고, 영상의 질은 유지하면서, 쉽고 빠르게 적용할 수 있어, 기존의 수식에 의해 산출된 조영제 peak time을 대체 할 수 있으리라 사료된다.

• 해양환경안전학회지
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• 제20권3호
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• pp.285-291
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• 2014

This study applied regression analysis to evaluate the impact of hourly average congestion calculated by bumper model in the congested area of each passage of each port on the peak time congestion, to suggest the model formula that can predict the peak time congestion. This study conducted regression analysis of hourly average congestion and peak time congestion based on the AIS survey study of 20 ports in Korea. As a result of analysis, it was found that the hourly average congestion has a significant impact on the peak time congestion and the prediction model formula was derived. This formula($C_p=4.457C_a+29.202$) can be used to calculate the peak time congestion based on the predicted hourly average congestion.

• 한국산학기술학회논문지
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• 제14권2호
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• pp.786-792
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• 2013

본 연구는 조영제 peak time에 영향을 주는 주된 생체 요인를 분석하여 검사에 적용함으로써 추가적인 조영제 주입에 따른 부작용을 최소화 하고 고해상도의 혈관영상을 유지하는 방안을 모색하고자 하였다. 시험적조영제주입법을 이용한 48명의 환자를 대상으로, 검사 전과 검사 중 환자의 생체 요인을 측정한 후, 조영제 peak time과 상관관계를 알아보고, 회귀식을 이용해 산출한 조영제 peak time이 측정된 조영제 peak time과 일치하는지 Bland-Altman plot를 통해 평가하였다. 연구결과, 검사 시 최저혈압과 심박동수가 조영제 peak time과 유의한 음의 상관관계를 보였고, 1단계 증가할 때마다 평균적으로 조영제 peak time은 -0.018과 -0.159로 유의하게 감소하였으며, 일치도가 상당히 높아 두 방법의 차이가 없음을 알 수 있다. 결론적으로 본 연구의 회귀식을 이용하면 우수한 화질을 유지하면서 환자에게 투여되는 조영제 사용량을 줄일 수 있어 기존의 방법을 대체할 수 있으리라 사료된다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 하계학술대회 논문집 D
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• pp.2474-2476
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• 2003

An algorithm was embodied to automatic pump operation Pattern for remote control located in 60 km far. This automation pattern included least cost operation, peak load time response, pump operation time balancing etc. It was programmed four kind of operation mode as following; normal operation nude, before peak load time nude, peak load time operation, after peak load time operation.

• 한국농공학회지
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• 제38권3호
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• pp.112-126
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• 1996

This study was conducted to develop an optimal runoff bydrograph model by comparison of the peak discharge and time to peak between observed and simulated flows derived by four different models, that is, linear time-invariant, linear time-variant, nonlinear time-invariant and nonlinear time-variant models under the conditions of heavy rainfalls with regionally uniform rainfall intensity in short durations at nine small watersheds. The results obtained through this study can be summarized as follows. 1. Parameters for four models including linear time-invariant, linear time-variant, nonlinear time-invariant and nonlinear time-variant models were calibrated using a trial and error method with rainfall and runoff data for the applied watersheds. Regression analysis among parameters, rainfall and watershed characteristics were established for both linear time-invariant and nonlinear time-invariant models. 2. Correlation coefficients of the simulated peak discharge of calibrated runoff hydrographs by using four models were shown to be a high significant to the peak of observed runoff graphs. Especially, it can be concluded that the simulated peak discharge of a linear time-variant model is approaching more closely to the observed runoff hydrograph in comparison with those of three models in the applied watersheds. 3. Correlation coefficients of the simulated time to peak of calibrated runoff hydrographs by using a linear time-variant model were shown to be a high significant to the time to peak of observed runoff hydrographs than those of the other models. 4. The peak discharge and time to peak of simulated runoff hydrogaphs by using linear time-variant model are verified to be approached more closely to those of observed runoff hydrographs than those of three models in the applied watersheds. 5. It can be generally concluded that the shape of simulated hydrograph based on a linear time-variant model is getting closer to the observed runoff hydrograph than those of three models in the applied watersheds. 6. Simulated hydrographs using the nonlinear time-variant model which is based on more closely to the theoritical background of the natural runoff process are not closer to the observed runoff hydrographs in comparison with those of three models in the applied watersheds. Consequently, it is to be desired that futher study for the nonlinear time-variant model should be continued with verification using rainfall-runoff data of the other watersheds in addition to the review of analyical techniques.

• 한국환경과학회지
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• 제16권4호
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• pp.487-493
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• 2007

In this study is analysis which dams breach shapes are effect on peak discharge of dam-failure. The dam breach shapes and failure time are important peak discharge when dam failure. When dam failure times are 1hr, 2hr and 3hr condition for the ECRD and 0.1hr and 0.2hr for the CG and CFRD that breach shapes changed base length $B_b=1Hd,\;B_b=2Hd\;and\;B_b=3Hd$. As the results from DAMBRK(Dam Break model) peak discharge are increase base widths lengthen. As failure time is longer then peak discharge is decrease. So peak discharge is increase more short of dam failure time. Also peak discharge is increase become larger dam breach shapes.

• 한국운동역학회지
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• 제30권2호
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• pp.145-154
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• 2020

Objective: The purpose of this study was to determine the relationship between impact and shear peak force, and tibia-accelerometer variables during running. Method: Twenty-five male heel strike runners (mean age: 23.5±3.6 yrs, mean height: 176.3±3.3 m/s, mean mass: 71.8±9.7 kg) were recruited in this study. The peak impact and anteroposterior shear forces during treadmill running (Bertec, USA) were collected, and impact shock variables were computed by using a triaxial accelerometer (Noraxon, USA). One-way ANOVA was used to test the influence of the running speed on the parameters. Pearson's partial correlation was used to investigate the relationship between the peak impact and shear force, and accelerometer variables. Results: The running speed affected the peak impact and posterior shear force, time, slope, and peak vertical and resultant tibial acceleration, slope at heel contact. Significant correlations were noticed between the peak impact force and peak vertical and resultant tibia acceleration, and between peak impact average slope and peak vertical and resultant tibia acceleration average slope, and between posterior peak (FyP) and peak vertical tibia acceleration, and between posterior peak instantaneous slop and peak vertical tibial acceleration during running at 3 m/s. However, it was observed that correlations between peak impact average slope and peak vertical tibia acceleration average slope, between posterior peak time and peak vertical and resultant tibia acceleration time, between posterior peak instantaneous slope and peak vertical tibial acceleration instantaneous slope during running at 4 m/s. Conclusion: Careful analysis is required when investigating the linear relationship between the impact and shear force, and tibia accelerometer components during relatively fast running speed.

• Journal of Power Electronics
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• 제12권5호
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• pp.715-722
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• 2012

New discrete time domain models for the peak current controlled (PCC) power LED drivers in continuous conduction mode include for the first time the effects of the time delay in the pulse-width-modulator. Realistic amounts of time delay are found to have significant effects on the average output LED current and on the critical inductor value at the boundary between the two conduction modes. Especially, the time delay can provide an accurate LED current for the PCC buck converter with a wide input voltage. The models can also predict the critical inductor value at the mode boundary as functions of the input voltage and the time delay. The overshoot of the peak inductor current due to the time delay results in the increase of the average output current and the reduction of the critical inductor value at the mode boundary in all converters. Experimental results are presented for the PCC buck LED driver with constant-frequency controller.

• 대한교통학회지
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• 제19권4호
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• pp.97-108
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• 2001

기존의 동적 통행배정모형은 출발시간 선택에 있어서 도착시간제약을 고려하지 못하고 있으며, 이를 고려하더라도 수단분담을 고려하지 못하거나 별도의 문제로 다루고 있다. 따라서 대중교통의 수단분담비가 높고, 도착시간에 대한 제약이 따르는 출근·통학통행이 주류를 이루는 오전첨두시의 교통관리·분석을 위해서는 이들을 동시에 고려하는 동적 통행배정모형이 요구된다. 본 연구에서는 Ran과 Boyce가 구축한 모형에 기반하여 통행수단과 도착시간 제약에 따른 출발시간 선택을 경로선택과 동시에 고려할 수 있는 통합모형을 제시하였다. 모형의 풀이를 위해 Ran과 Boyce가 사용한 시·공간 확장 가로망을 새롭게 설계하여 사용하였으며, 가상 가로망에 적용하여 모형의 적합성을 검증하였다. 사례연구 결과 본 연구에서 제시한 모형이 동적 사용자최적 통행배점상태를 나타내는 것을 확인할 수 있었고, 이를 통해 오전 첨두시의 교통관리·분석을 위해 적용 가능함을 입증하였다.