• 제목/요약/키워드: K-factor estimate

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활동도를 이용한 2009년도 부산항 선박배출량 산정에 관한 연구 (Estimate of Ships Emission in Busan Port during 2009 Based on Activity)

  • 박두열;황철원;정창훈;손장호
    • 한국환경과학회지
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    • 제20권5호
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    • pp.599-610
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    • 2011
  • Emission of air pollutants such as nitrogen oxides ($NO_x$), hydrocarbons (HC), $SO_2$, and particulate matter (PM) and $CO_2$ from ship during 2009 in Busan port was estimated based on activity-based method. The significant fraction (> 50%) of ship emission resulted from container and general cargo ships. Emission at port operation mode was the most dominant compared to at sea and maneuvering modes. Emission at North port was the largest source of air pollutants among ports. The magnitudes of air pollutants $NO_x$, $SO_2$, HC, $CO_2$, and PM in Busan port were $8.7{\times}10^3$, $8.23{\times}10^3$, $0.35{\times}10^3$, $4.86{\times}10^6$, and $0.67{\times}10^3$ ton/yr, respectively. The ratio of $NO_x$ to VOC is about 25. Our ship emission estimate is 2 times higher than that in CAPSS emission inventory.

국지적 산사태 발생 예보를 위한 레이더 자료의 활용성 평가 (Evaluation of the Application of Radar Data for Local Landslide Warning)

  • 최윤석;최천규;김경탁;김주훈
    • 한국습지학회지
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    • 제15권2호
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    • pp.191-201
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    • 2013
  • 우리나라의 산사태는 여름철 집중호우 시에 주로 발생하며, 강우는 산사태 발생에 결정적 영향을 미치는 요소이다. 본 연구에서는 산악지역에서 국지적으로 발생하는 산사태의 예측을 위한 레이더 강우자료의 활용성을 평가하였다. 2006년 7월에 발생한 인제지역 산사태를 대상으로 레이더 자료를 이용하여 유역내 강우 공간분포의 시간적 변화를 분석하였으며, 산사태 발생지와 산사태 발생 기간에서의 강우특성을 평가하였다. 연구결과 레이더 강우장을 이용하는 것은 기존의 지점강우를 이용하는 방법에 비해 국부적으로 발생할 수 있는 산사태를 정밀하게 예측할 수 있는 것으로 나타났다.

Microbial Quality Change Model of Korean Pan-Fried Meat Patties Exposed to Fluctuating Temperature Conditions

  • Kim, So-Jung;An, Duck-Soon;Lee, Hyuek-Jae;Lee, Dong-Sun
    • Preventive Nutrition and Food Science
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    • 제13권4호
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    • pp.348-353
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    • 2008
  • Aerobic bacterial growth on Korean pan.fried meat patties as a primary quality deterioration factor was modeled as a function of temperature to estimate microbial spoilage on a real.time basis under dynamic storage conditions. Bacteria counts in the stretch.wrapped foods held at constant temperatures of 0, 5, 10 and $15^{\circ}C$ were measured throughout storage. The bootstrapping method was applied to generate many resampled data sets of mean microbial counts, which were then used to estimate the parameters of the microbial growth model of Baranyi & Roberts in the form of differential equations. The temperature functions of the primary model parameters were set up with confidence limits. Incorporating the temperature dependent parameters into the differential equations of bacterial growth could produce predictions closely representing the experimental data under constant and fluctuating temperature conditions.

고무방진매트가 적용된 플로팅궤도시스템의 거동분석을 위한 실험적 연구 (Experimental Study on the Evaluation of Behavior for Floating Track System Using a Resilient Rubber Mat)

  • 이시용;정인철;최정열;박용걸
    • 한국철도학회논문집
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    • 제17권4호
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    • pp.281-288
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    • 2014
  • 본 연구는 고가정거장 구간에 부설된 고무방진매트 플로팅궤도시스템의 방진성능 및 적용효과를 실험적으로 입증하고자 고무방진매트가 적용되지 않은 개소와 비교 측정을 수행하였다. 또한 고무방진매트 플로팅 궤도시스템의 측정 궤도지지강성 및 궤도충격계수를 산출하고 이론 및 설계치와 비교하여 현재 시공된 고무방진매트 플로팅궤도시스템에 대한 궤도상태의 건전성 및 궤도 충격의 수준을 평가하였다.

제주도 동부 해안대수층의 수리특성 산정과 지하수위 예측 (Estimation of Hydraulic Characteristics and Prediction of Groundwater Level in the Eastern Coastal Aquifer of Jeju Island)

  • 조시범;전병칠;박은규;최광준;송성호;김기표
    • 한국환경과학회지
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    • 제23권4호
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    • pp.661-672
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    • 2014
  • Due to tidal force, it is very difficult to estimate the hydraulic parameters of high permeable aquifer near coastal area in Jeju Island. Therefore, to eliminate the impact of tidal force from groundwater level and estimate the hydraulic properties, tidal response technique has been mainly studied. In this study we have extracted 38 tidal constituents from groundwater level and harmonic constants including frequency, amplitude, and phase of each constituent using T_TIDE subroutine which is used to estimate oceanic tidal constituents, and then we have estimated hydraulic diffusivity associated with amplitude attenuation factor(that is the ratio of groundwater level amplitude to sea level amplitude for each tidal constituent) and phase lag(that is phase difference between groundwater level and sea level for each constituent). Also using harmonic constants for each constituent, we made the sinusoidal wave and then we constructed the synthesized wave which linearly combined sinusoidal wave. Finally, we could get residuals(net groundwater level) which was excluded most of tidal influences by eliminating synthesized wave from raw groundwater level. As a result of comparing statistics for synthesized level and net groundwater level, we found that the statistics for net groundwater level was more insignificant than those of synthesized wave. Moreover, in case of coastal aquifer which the impact of tidal force is even more than those of other environmental factors such as rainfall and groundwater yield, it is possible to predict groundwater level using synthesized wave and regression analysis of residuals.

Dynamic Increase factor based on residual strength to assess progressive collapse

  • Mashhadi, Javad;Saffari, Hamed
    • Steel and Composite Structures
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    • 제25권5호
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    • pp.617-624
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    • 2017
  • In this study, a new empirical method is presented to obtain Dynamic Increase Factor (DIF) in nonlinear static analysis of structures against sudden removal of a gravity load-bearing element. In this method, DIF is defined as a function of minimum ratio of difference between maximum moment capacity ($M_u$) and moment demand ($M_d$) to plastic moment capacity ($M_p$) under unamplified gravity loads of elements. This function determines the residual strength of a damaged building before amplified gravity loads. For each column removal location, a nonlinear dynamic analysis and a step-by-step nonlinear static analysis are carried out and the modified empirical DIF formulas are derived, which correspond to the ratio min $[(M_u-M_d)/M_p]$ of beams in the bays immediately adjacent to the removed column, and at all floors above it. Therefore, the new DIF can be used with nonlinear static analysis instead of nonlinear dynamic analysis to assess the progressive collapse potential of a moment frame structure. The proposed DIF formulas can estimate the real residual strength of a structure based on critical member.

불확실성을 고려한 연피해 기대치 산정 (Expected Annual Damage Estimation with Uncertainty)

  • 김형수;김유진;이지원
    • 한국습지학회지
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    • 제5권1호
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    • pp.41-52
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    • 2003
  • The flood damage reduction studies have been performed by the channel improvement plan and the levee has mainly constructed with the freeboard concept. However, the freeboard concept might be an inappropriate choice as a safety factor of the levee because many uncertainties are involved in the procedure of the channel improvement plan studies. So, we considered the uncertainties In the discharge-probability, stage-discharge, and stage-damage functions and estimate the expected annual damage. The Monte Carlo technique for uncertainty analysis is used. As our results, the expected annual damage with uncertainty shows the larger value than without uncertainty. Since the expected annual damage with uncertainty already considers the safety factor it is the proper result. However, the expected annual damage without uncertainty does not consider the safety factor yet. Thus, if the expected annual damage without uncertainty considers the freeboard concept, it could be compared with the expected annual damage with uncertainty for the evaluation of the overestimation or underestimation of the levee construction.

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운전자 설문을 통한 자동차 운전자의 실수 확률 추정 (Estimation of Car Driver Error Probabilities Through Driver Questionnaire)

  • 이재인;임창주
    • 한국안전학회지
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    • 제22권1호
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    • pp.61-66
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    • 2007
  • Car crashes are the leading cause of death for persons of every age. Specially, human-related factor has been known to be the primary causal factor of such crashes than vehicle-and environmental-related factors. There are various studies to analyze driver's behavior and characteristics in driving for reducing the car crashes in many areas of car engineering, psychology, human factor, etc. However, there are almost no studies which analyze mainly the human errors in driving and estimate their probabilities in terms of human reliability analysis. This study estimates the probability of human error in driving, i.e. driver error probability. First, fifty driver errors are investigated through DBQ (Driver Behavior Questionnaire) revision and the error likelihoods in driving are collected which are judged by skillful drivers using revised DBQ. Next, these likelihoods are converted into driver error probabilities using the results that verbal probabilistic expressions are changed into quantitative probabilities. Using these probabilities we can improve the warning effects on drivers by indicating their driving error likelihoods quantitatively. We can also expect the reduction effects of car accident through controlling especially dangerous error groups which have higher probabilities. Like these, the results of this study can be used as the primary materials of safety education on drivers.

디더 운동 측정치 모델 기반 링레이저 자이로 스트리핑 방법 (Stripping Method of Ring Laser Gyroscope Based on Measurement Model of Dither Motion)

  • 김천중;심규민
    • 한국군사과학기술학회지
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    • 제17권4호
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    • pp.531-536
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    • 2014
  • There are trapping and stripping methods as the technique to remove the dither motion from RLG(Ring Laser Gyro) output. V/F converter output of angular sensor to measure the dither motion is used in stripping method. But bias and scale factor error is always included in V/F converter output and is a critical limiting factor for the wide application of stripping method to RLG. Therefore there have been many researches to solve this problem. The method to accurately estimate the bias and scale factor error of V/F converter using measurements of the angular sensor acquired at data sampling rate of INS is presented in this paper. To this end, stripping technique based on model of dither motion is newly applied.

응력한계상태를 이용한 해상풍력발전기 재킷구조물의 지진신뢰성해석 (Seismic Reliability Analysis of Offshore Wind Turbine Jacket Structure Using Stress Limit State)

  • 이기남;김동현
    • 한국해양공학회지
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    • 제30권4호
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    • pp.260-267
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    • 2016
  • Considering the effect of dynamic response amplification, a reliability analysis of an offshore wind turbine support structure under an earthquake is presented. A reliability analysis based on the dynamic response requires a large amount of time when using not only a level 3 approach but also level 2 such as a first order reliability method (FORM). Moreover, if a limit state is defined by using the maximum stress at a structural joint where stress concentration occurs, a three-dimensional element should be used in the finite element analysis. This makes the computational load much heavier. To deal with this kind of problem, two techniques are suggested in this paper. One is the application of a quasi-static structural analysis that takes the dynamic amplification effect into account. The other is the use of a stress concentration factor to estimate the maximum local stress. The proposed reliability analysis is performed using a level 2 FORM and verified using a level 3 simulation approach.