• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.5B
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• pp.449-457
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• 2011

Recently, increasing heavy rainfalls due to climate change and/or variability result in hydro-climatic disasters being accelerated. To cope with the extreme rainfall events in the future, hydrologic frequency analysis is usually used to estimate design rainfalls in a design target year. The rainfall data series applied to the hydrologic frequency analysis is assumed to be stationary. However, recent observations indicate that the data series might not preserve the statistical properties of rainfall in the future. This study incorporated the residual analysis and the hydrologic frequency analysis to estimate design rainfalls in a design target year considering the non-stationarity of rainfall. The residual time series were generated using a linear regression line constructed from the observations. After finding the proper probability density function for the residuals, considering the increasing or decreasing trend, rainfalls quantiles were estimated corresponding to specific design return periods in a design target year. The results from applying the method to 14 gauging stations indicate that the proposed method provides appropriate design rainfalls and reduces the prediction errors compared with the conventional rainfall frequency analysis which assumes that the rainfall data are stationary.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.21 no.2
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• pp.49-57
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• 2016

Even if an external forcing that will drive a climate change is given uniformly over the globe, the corresponding climate change and the feedbacks by the climate system differ by region. Thus the detection of global warming signal has been made on a regional scale as well as on a global average against the internal variabilities and other noises involved in the climate change. The purpose of this study is to estimate a timing of unprecedented climate due to global warming and to analyze the regional differences in the estimated results. For this purpose, unlike previous studies that used climate simulation data, we used an observational dataset to estimate a magnitude of internal variability and a future temperature change. We calculated a linear trend in surface temperature using a historical temperature record from 1880 to 2014 and a magnitude of internal variability as the largest temperature displacement from the linear trend. A timing of unprecedented climate was defined as the first year when a predicted minimum temperature exceeds the maximum temperature record in a historical data and remains as such since then. Presumed that the linear trend and the maximum displacement will be maintained in the future, an unprecedented climate over the land would come within 200 years from now in the western area of Africa, the low latitudes including India and the southern part of Arabian Peninsula in Eurasia, the high latitudes including Greenland and the mid-western part of Canada in North America, the low latitudes including Amazon in South America, the areas surrounding the Ross Sea in Antarctica, and parts of East Asia including Korean Peninsula. On the other hand, an unprecedented climate would come later after 400 years in the high latitudes of Eurasia including the northern Europe, the middle and southern parts of North America including the U.S.A. and Mexico. For the ocean, an unprecedented climate would come within 200 years over the Indian Ocean, the middle latitudes of the North Atlantic and the South Atlantic, parts of the Southern Ocean, the Antarctic Ross Sea, and parts of the Arctic Sea. In the meantime, an unprecedented climate would come even after thousands of years over some other regions of ocean including the eastern tropical Pacific and the North Pacific middle latitudes where an internal variability is large. In summary, spatial pattern in timing of unprecedented climate are different for each continent. For the ocean, it is highly affected by large internal variability except for the high-latitude regions with a significant warming trend. As such, a timing of an unprecedented climate would not be uniform over the globe but considerably different by region. Our results suggest that it is necessary to consider an internal variability as well as a regional warming rate when planning a climate change mitigation and adaption policy.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.3A
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• pp.189-197
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• 2009

In this study, truck weight data and load effects of single truck on bridges are analyzed for development of new vehicular load model of the reliability-based bridge design code. Rational load model and statistical properties of loads are important for developing reliability-based design code. In this study, truck weight data collected at four locations are used as well as data from four locations in other studies. Truck weight data are collected from WIM or BWIM system, which are known to give reliable data. Typical truck types, dimensions and axle weight distribution are determined. Probability distributions of upper 20% total truck weight are assumed as Extreme Type I and 100 years maximum truck weights are estimated by linear regression on the probability paper. The load effects of trucks having estimated maximum weights are analyzed for span length from 10 m to 200 m.

• Journal of Korean Society of Environmental Engineers
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• v.38 no.8
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• pp.444-451
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• 2016

Most research on membrane fouling models in the past are based on theoretical equations in lab-scale experiments. But these studies are barely suitable for applying on the full-scale spot where there is a sequential process such as filtration, backwash and drain. This study was conducted in submerged membrane system which being on operation auto sequentially and treating wastewater from G-water purification plant in Incheon. TMP had been designated as a fouling indicator in constant flux conditions. Total volume of inflow and SS concentration are independent variables as major operation parameters and time-series analysis and prediction of TMP were conducted. And similarity between simulated values and measured values was assessed. Final prediction model by using genetic algorithm was fully adaptable because simulated values expressed pulse-shape periodicity and increasing trend according to time at the same time. As results of twice validation, correlation coefficients between simulated and measured data were $r^2=0.721$, $r^2=0.928$, respectively. Although this study was conducted limited to data for summer season, the more amount of data, better reliability for prediction model can be obtained. If simulator for short range forecast can be developed and applied, TMP prediction technique will be a great help to energy efficient operation.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.350-350
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• 2022

R은 통계 및 빅데이터 분석에 널리 사용되는 오픈 소스 프로그래밍 언어로, 통계와 그래픽스에 관련된 기능을 확정할 수 있어 다양한 분야에 활용되고 있다. 특히, 수자원 분야의 연구에서 그 활용이 늘어나고 있으며, 최근 들어 다양한 수자원 관련 R 패키지가 발표되고 있다. 이중, 미국 지질조사국(U.S. Geological Survey, USGS)이 개발한 EGRET은 수질 및 유출량 자료의 장기 추세 변화 분석을 위한 패키지로 R 프로그래밍 언어를 기반으로 구동되며, 분석·처리한 데이터에 대하여 광범위한 그래픽 프리젠테이션을 제공하여 탐색적 자료 분석에 매우 효과적인 도구이다. 특히, EGRET 패키지는 농도와 유출 사이의 관계 특성, 수집된 자료의 계절성 존재 및 특성, 점진적 또는 급격한 경향의 존재를 검토할 수 있는 그래픽 결과를 제시하며, 가중 회귀(Weighted Regressions on Time, Discharge, and Season, 이하 WRTDS) 모델을 적용하여 농도와 부하의 상태와 경향을 특성화한다. 시간, 유량 및 계절에 대한 WRTDS 모델은 농도 및 부하의 상태와 경향을 특성화하는 데 사용할 수 있는 수질 데이터 세트의 분석 방법으로, 근본적으로 탐색적 데이터 분석 방법으로 다양한 유형의 트렌드 시나리오에 민감하도록 설계되었으며 선형 또는 2차 함수형에 맞지 않을 수 있는 시간적 추세를 탐지하여 설명할 수 있고, 불규칙한 간격의 자료를 사용하기에 적합한 장점이 있다. 본 연구에서는 북한강 상류의 지속적인 흙탕물 발생으로 문제가 되고 있는 자운지구의 자운천을 대상으로 흙탕물 발생 현황을 분석하기 R을 이용하여 탐색적 자료 분석을 실시하였다. 자료 분석은 EGRET 패키지를 사용하여 수집된 자료(2016년 4월 - 2021년 7월까지 수집된 191개의 SS 자료와 인근 유량측정망의 유량자료)의 유량과 SS 농도 간의 관계, 시간에 따른 SS 농도 분포, SS 농도의 월별 특성 분석 및 유황별 SS 농도 변화 등을 검토하였으며, WRTDS 모델로 SS와 부하량을 예측하고 검토하여 자운천 유역의 흙탕물 부하 특성을 검토하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.21 no.3
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• pp.347-362
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• 2019

Underground excavation using TBM machines has been increasing to reduce complaints caused by noise, vibration, and traffic congestion resulted from the urban underground construction in Korea. However, TBM excavation design and construction still need improvement because those are based on standards of the technologically advanced countries (e.g., Japan, Germany) that do not consider geological environment in Korea at all. Above all, although TBM performance is a main factor determining the TBM machine type, duration and cost of the construction, it is estimated by only using UCS (uniaxial compressive strength) as the ground parameters and it often does not match the actual field conditions. This study was carried out as part of efforts to predict penetration rate suitable for Korean ground conditions. The effective parameters were defined through the correlation analysis between the penetration rate and the geotechnical parameters or TBM performance parameters. The effective parameters were then used as variables of the multiple regression analysis to derive a regression model for predicting TBM penetration rate. As a result, the regression model was estimated by UCS and joint spacing and showed a good agreement with field penetration rate measured during TBM excavation. However, when this model was applied to another site in Korea, the prediction accuracy was slightly reduced. Therefore, in order to overcome the limitation of the regression model, further studies are required to obtain a generalized prediction model which is not restricted by the field conditions.

• The Korean Journal of Applied Statistics
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• v.28 no.6
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• pp.1181-1189
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• 2015

The treatment effect in clinical tests depending on dose of the drug; however, it can show a decreasing trend in fixed dose level due to side effects. The trend is known as an umbrella pattern; in addition, the method for the umbrella alternative is quite useful when the tendency is predicted in advance. In this paper, we propose a nonparametric method of umbrella alternatives for a one-way layout by using linear placement described in Orban and Wolfe (1982). The Monte Carlo simulation is adapted to compare the power of proposed procedure with previous methods.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2018.11a
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• pp.77-80
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• 2018

360 VR 콘텐츠는 기존의 선형적인 일반 영상에 비해 사용자에게 더 많은 정보와 높은 몰입감을 제공할 수 있어 의학, 군사, 교육, 게임 등 다양한 분야에서 활용되고 있다. 최근에는 모바일 기기의 성능 향상과 통신기술의 발달에 힘입어 모바일 네트워크를 사용한 360 VR 콘텐츠 소비가 증가하는 추세이다. 모바일 네트워크는 대역폭이 한정적이고 가변적인 특성이 있어 이를 통해 용량이 큰 360 VR 콘텐츠 전송 시 초기 접속 지연 및 재생 끊김이 발생하여 사용자의 만족도를 감소시킬 수 있다. 이에 본 논문은 위에 언급한 문제를 해결하기 위해 360 VR 콘텐츠 전송 시 전체 요구대역폭을 감소시키고 사용자 초기 접속 속도를 향상시키는 것을 목표로, 360 VR 콘텐츠의 지오메트리 값과 사용자의 요(i.e. yaw)값을 활용하여 각도 기반으로 사용자의 현재 시점에 해당하는 타일을 확인하고 해당 타일에 높은 비트율을 할당하는 방법 및 웹 기반 전송에 대해 연구 개발하였다. 이를 위하여 웹 기반 3D 렌더링 API 인 WebVR API, HTTP Adaptive Streaming 기술의 표준 MPEG-DASH의 dash.js API를 활용하여 개발하고, 성능 확인 실험을 통해 요구대역폭 감소, 클라이언트 접속 속도 향상을 제시한다.

• KIPS Transactions on Computer and Communication Systems
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• v.3 no.11
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• pp.419-426
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• 2014

The recent trend of performance increase in the smart mobile devices demands more power consumption and lower batter life time. Among three battery models of mathematical model, electrochemical model and electric model, the Thevenin's equivalent circuit with non-linear function model of SOC in the electrical model is widely used. However, the OCV results have only limited accuracy because of the characteristic shift caused by temperature and age and atypical impedance property that cannot expressed by electrical components. In this paper, the new battery model that improves the accuracy of the existing models is proposed. In the proposed simulator the mathematical model for SOC characteristic is improved and the adjustment for the temperature, the age of battery and atypical electrical characteristics. In the experimental results of predicting of the battery in the static and dynamic state, the proposed simulator shows improved MSE comparing to the results of the existing methods.

• International Journal of Highway Engineering
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• v.10 no.3
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• pp.47-56
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• 2008

Generally, accident exposure at intersections is relatively higher than that at roadway segments due to more possibility of merging, diverging, turning, crossing, and weaving maneuver. Furthermore, the traffic accident rate at intersections has been rapidly increasing since 1990's. Since there is more opportunity of conflict at unsignalized intersection, frequency and severity of traffic accident are more severe than signalized intersections. The purpose of the study is to analyze factors causing vehicle crashes and provide intersection design guidelines to improve intersection safety. For this study, vehicle to vehicle crash data of 116 rural 3 legs unsignalized were collected and field surveys were conducted for traffic and geometric conditions. Ordered probit models were developed to analyze the severity of crashes. It was found that weather, obstacles in minor roadsides, presence of major exclusive right lane, presence of major road crosswalk, difference between posted speed of major road and minor road, land-use around intersections, shoulder width of major road, ADT of major road are significant factors for intersection safety.