• 대한교통학회지
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• 제33권2호
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• pp.214-222
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• 2015

계속되는 항공수요 증가와 국지적인 기상요인으로 제주국제공항은 우리나라 공항가운데 가장 높은 항공기 지연율을 보이고 있다. 현재의 항공수요 증가추세를 감안할 때 이러한 제주국제공항의 항공기 지연현상은 앞으로 더욱 악화되어 공항의 처리능력 한계에 다다를 것으로 예상된다. 공항의 처리능력을 가늠할 수 있는 활주로의 연간용량 산정은 장래 공항계획 수립을 위한 필수적인 작업이다. 하지만 현재 실무에서는 FAA에서 제시한 산정식을 적용하여 연간용량을 산정하고 있으나, 변수에 대한 명확한 정의가 이루어지고 있지 않아 사용자의 해석에 따라 상이한 결과값이 도출될 가능성이 있으며, 항공기의 지연이 고려되지 않는다는 점에서 실무적 제약이 내재되어 있다. 이러한 실무적 한계를 개선하기 위한 방법으로, 본 논문에서는 미시적 항공교통 시뮬레이션 모형을 활용하여 활주로를 이용하는 항공기의 평균 지연시간을 측정하고, 이를 기준으로 제주국제공항 활주로의 일일용량을 분석, 최종적으로 연간용량을 산정하는 방법을 소개하였다. 또한, 시뮬레이션 모형구축 및 검증을 위한 자료수집, 분석과정과 검증결과를 설명하였다. 제주국제공항의 일일용량 및 연간용량 분석 결과, 각각 약 460회, 약 169,000회로 산정되었다.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.30-31
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• 2009

Early detection of schedule delay in field construction activities is vital to project management. It provides the opportunity to initiate remedial actions and increases the chance of controlling such overruns or minimizing their impacts. This entails project managers to design, implement, and maintain a systematic approach for progress monitoring to promptly identify, process and communicate discrepancies between actual and as-planned performances as early as possible. Despite importance, systematic implementation of progress monitoring is challenging: (1) Current progress monitoring is time-consuming as it needs extensive as-planned and as-built data collection; (2) The excessive amount of work required to be performed may cause human-errors and reduce the quality of manually collected data and since only an approximate visual inspection is usually performed, makes the collected data subjective; (3) Existing methods of progress monitoring are also non-systematic and may also create a time-lag between the time progress is reported and the time progress is actually accomplished; (4) Progress reports are visually complex, and do not reflect spatial aspects of construction; and (5) Current reporting methods increase the time required to describe and explain progress in coordination meetings and in turn could delay the decision making process. In summary, with current methods, it may be not be easy to understand the progress situation clearly and quickly. To overcome such inefficiencies, this research focuses on exploring application of unsorted daily progress photograph logs - available on any construction site - as well as IFC-based 4D models for progress monitoring. Our approach is based on computing, from the images themselves, the photographer's locations and orientations, along with a sparse 3D geometric representation of the as-built scene using daily progress photographs and superimposition of the reconstructed scene over the as-planned 4D model. Within such an environment, progress photographs are registered in the virtual as-planned environment, allowing a large unstructured collection of daily construction images to be interactively explored. In addition, sparse reconstructed scenes superimposed over 4D models allow site images to be geo-registered with the as-planned components and consequently, a location-based image processing technique to be implemented and progress data to be extracted automatically. The result of progress comparison study between as-planned and as-built performances can subsequently be visualized in the D4AR - 4D Augmented Reality - environment using a traffic light metaphor. In such an environment, project participants would be able to: 1) use the 4D as-planned model as a baseline for progress monitoring, compare it to daily construction photographs and study workspace logistics; 2) interactively and remotely explore registered construction photographs in a 3D environment; 3) analyze registered images and quantify as-built progress; 4) measure discrepancies between as-planned and as-built performances; and 5) visually represent progress discrepancies through superimposition of 4D as-planned models over progress photographs, make control decisions and effectively communicate those with project participants. We present our preliminary results on two ongoing construction projects and discuss implementation, perceived benefits and future potential enhancement of this new technology in construction, in all fronts of automatic data collection, processing and communication.

• 대한토목학회논문집
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• 제32권6D호
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• pp.539-547
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• 2012

교통수단간 환승은 대중교통체계운영의 효율성 증대를 위해 반드시 필요한 것으로 무엇보다 중요한 것은 현실에 기초한 환승거점의 선정이라고 할 수 있다. 본 연구는 대중교통 이용자의 통행실태를 반영한 환승거점 입지선정 방향에 관한 연구로서 대구광역시를 대상으로 대중교통 이용객 1일 교통카드 사용내역 자료를 활용하여 환승통행패턴을 분석하고자 한다. 군집분석을 통해 이용객이 많은 정류소를 분류하고 환승통행량의 규모에 따라 그룹핑하여 판별분석을 실시하였다. 도출된 판별 함수를 이용하여 현재 시공 중인 대구시 도시철도 3호선의 환승통행량을 추정하고 환승센터 설치 가능지점을 제시하였다.

• 한국경제지리학회지
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• 제14권2호
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• pp.143-156
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• 2011

최근 심각한 사회문제가 되고 있는 도시환경 문제 해결을 위해, 이를 효과적으로 관리하는 방안이 활발히 연구되고 있다. 환경 지표는 환경을 정량적인 지표로 측정하는 수단으로서, 환경 정책 및 의사결정의 근거로 활용하고 있다. 이 중 대기질 지표는 대기오염 지수를 통해 공기가 얼마나 오염되어 있는지를 표준화하는 지수이다. 우리나라는 미국의 AQI를 국내 대기환경 기준으로 변환한 AEI를 개발하여 대기오염의 정도를 측정한다. 이에 본 연구는 우리나라의 대표 도시인 서울을 연구 지역으로 선정하고, 대기오염 지수와 도시공간구조 특성인 행정 동별 토지이용 및 교통 자료간의 상관성 분석을 시행하였다. 이를 위해 서울시 대기오염 자동 측정망을 통해 측정된 2007년 대기오염 측정 자료를 바탕으로 공간내삽법인 IDW에 의해 전체적인 경향면을 생성하고, 회귀분석, GWR 그리고 대기오염 물질별 시계열적 농도 변화를 분석하였다.

• 한국실내디자인학회논문집
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• 제16권2호
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• pp.51-62
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• 2007

The subway lines have been expanded to solve the traffic problems in Korean cities, so that a big number of people daily use the subway stations. Therefore, subway stations became a kind of public space as well as traffic space. However, the underground space of the stations are essentially different with the aboveground space in terms of environmental and psychological terms. The color planning can be used to reduce the environmental and psychological disadvantages of underground spaces of subway stations. The purpose of this study is to understand the current design methods of subway stations' color planning. To achieve this purpose, this study investigates all reports of 'Color Planning for the Subway' which were used for the construction of subway lines in 6(six) Korean cities. After analyzing the design theories and methods used for the color planning, field studies have been done upon 10 subway lines of 6 cities, to find out the limitations of color planning, the differences between color planning and actual results. The conclusions are as follows : First, the color planning for subway stations does not seem to consider the characteristics of underground space and its psychological effects, such as the depth of station, the lighting source and methods. Second, some critical differences have been found between the color planning and the actual application during construction, due to arbitrary interpretation and limitations of color expression of the construction materials. Third, and therefore, the colors applied in stations do not perform their planned role such as 'variety in the unity', 'symbolic expression of the city and station'.

• 한국경영과학회지
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• 제1권1호
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• pp.111-125
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• 1976

This study investigates the one-year performance of the Seoul Metropolitan Rail Transit(SMRT) operation. It intends to provide a basic understanding for railway operation in Seoul Metropolitan Area and thereby for making rational transport policy. The paper is conceptually comprised of four sections; analysis of passenger travel characteristics; SMRT costing and traffic cost function: its operating characteristics in terms of finance and utilization; primary social benefits of SMRT and suggestions. In the first year of operation (1974), the average daily traffic was about 335,000, After the drastic increases of fare in both Subway and KNR rail-lines, the travel volume has been cut by almost 10 percent, though most pronounced on intra-Subway line. The spatial distribution of passengers indicates that travelers use the SMRT line mainly for uninterrupted direct travel toward the CBD. In the prospective costing, the opereting expenses are divided into three groups; those which vary directly with volume; those partially variable with volume; and those entirely unrelated to volume change, With this information, cost function was derived for varying schedules of operation. Primary social benefits of the SMRT are assessed, though preliminary. Account should be taken of the nature of common costs of the SMRT in fare-rate making, especially when much of the operating expenses are accounted for by the fixed costs such that the revenue may not readily turn into break-even. The accounting results of the one-year operation coincide reasonably well with the prospective costing estimates. According to the findings of this annd another travelers' behavior studies, managerial effort would bring more revenue gain to the SMRT than fare increase does, not to speak of greater social benefits by so doing.

• 한국도로학회논문집
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• 제20권2호
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• pp.57-65
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• 2018

PURPOSES : The study aims to predict the service life of national highway asphalt pavements through deep learning methods by using maintenance history data of the National Highway Pavement Management System. METHODS : For the configuration of a deep learning network, this study used Tensorflow 1.5, an open source program which has excellent usability among deep learning frameworks. For the analysis, nine variables of cumulative annual average daily traffic, cumulative equivalent single axle loads, maintenance layer, surface, base, subbase, anti-frost layer, structural number of pavement, and region were selected as input data, while service life was chosen to construct the input layer and output layers as output data. Additionally, for scenario analysis, in this study, a model was formed with four different numbers of 1, 2, 4, and 8 hidden layers and a simulation analysis was performed according to the applicability of the over fitting resolution algorithm. RESULTS : The results of the analysis have shown that regardless of the number of hidden layers, when an over fitting resolution algorithm, such as dropout, is applied, the prediction capability is improved as the coefficient of determination ($R^2$) of the test data increases. Furthermore, the result of the sensitivity analysis of the applicability of region variables demonstrates that estimating service life requires sufficient consideration of regional characteristics as $R^2$ had a maximum of between 0.73 and 0.84, when regional variables where taken into consideration. CONCLUSIONS : As a result, this study proposes that it is possible to precisely predict the service life of national highway pavement sections with the consideration of traffic, pavement thickness, and regional factors and concludes that the use of the prediction of service life is fundamental data in decision making within pavement management systems.

• 한국도로학회논문집
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• 제10권4호
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• pp.161-170
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• 2008

본 연구는 차종별 사고모형을 다루고 있다. 연구의 목적은 청주시 143개 4지 신호교차로에서 발생한 차종별 사고모형을 개발하는 것이다. 이를 위해 이 연구는 EPDO(대물피해환산법)와 교통 및 기하구조 요인과의 관계를 설명하는데 중점을 두고 있다. 분석된 주요결과는 다음과 같다. 첫째, 신뢰수준 90% 이내에서 통계적으로 유의한 6개의 음이항 회귀모형이 개발되었다. 둘째, 모형의 ${\rho}^2$값은 0.14307(승용차), 0.35556(대형승합차), 0.21684(소형승합차), 0.205152(이륜차), 0.32338(소형트럭), 0.29046(대형트럭)으로, 이는 모두 통계적으로 의미있는 것으로 분석된다. 마지막으로 모든 모형의 공통된 사고요인은 ADT(일평균교통량)이며, 승용차의 특정 사고요인으로는 주도로차로폭합, 대형승합차의 경우 평균황색시간, 그리고 소형승합차의 경우 주도로와 부도로의 차로수 차이로 분석되었다.

• 한국도로학회논문집
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• 제19권2호
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• pp.113-126
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• 2017

PURPOSES : This study proposes standards for rural access road pavement section and thickness design considering existing access road construction conditions; the study also proposes a complementary policy that can be used for design convenience. METHODS : Various literature review and case studies had been performed in terms of rural access road section and thickness design, both domestically and internationally, and this was followed by domestic rural access road field surveys. KPRP and KENLAYER were used to analyze the commonalities and predict the remaining life. Data on real cost is used to select an appropriate construction method through economic analysis. RESULTS : The economic efficiency of concrete pavement ($15{\times}15$) was the highest in terms of economic efficiency of performance life and traffic volume. In the case of asphalt pavement, it is considered that the most economical method is to implement micro-surfacing method four times as a preventive maintenance method (once every 10 years and 4.5 years for asphalt concrete pavement and MS construction method, respectively). Repairable asphalt pavement is advantageous for areas where heavy vehicles are expected to pass. In the case of other general areas, it is considered economical to place concrete ($15{\times}15$) pavement. However, as analytical results on its performance life are unavailable, it is to be considered for study in the future. CONCLUSIONS : This study proposed interim design guidelines based on various domestic and international design guidelines and case studies. However, in order to develop the final design criteria applicable to the field, it is necessary to (a) estimate the bearing capacity of the lower level of the pavement at various sites, (b) estimate the daily traffic volume, (c) implement advanced low-cost pavement technologies, and (d) propose maintenance standards and techniques for long-term performance.

• 한국입자에어로졸학회지
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• 제8권3호
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• pp.111-120
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• 2012

In Daegu, a road cleaning system was constructed in the central part of the city and has been operated from April, 2011. We evaluated the effect of the system on the concentration of $PM_{10}$ at a roadside monitoring site. The ambient $PM_{10}$ concentration data were logged every 1 min for a period of 20 weeks from May to October, 2011, by means of light scattering method, and then every 5 min data were used in the statistical analysis. The measured data were verified by comparing them with beta-ray data obtained at the same site. Correlation coefficient between the two groups was highly significant (r=0.79), though the absolute levels of light scattering data appeared to be approximately 2.8 times higher than the beta-ray data. Diurnal, daily, weekly, and monthly variations of $PM_{10}$ data did not show any evidence of decreasing effect owing to the clean road system. A comparison of roadside $PM_{10}$ data with non-roadside data also revealed very similar pattern, implying the variation of the $PM_{10}$ concentrations is mainly affected by the traffic conditions near the monitoring site. However, if the operating conditions of the clean road system can be improved, i.e. increasing the frequency and duration of water cleaning, the road cleaning effect may improve the air quality indirectly by means of removing the resuspended particles from the road.