• 한국ITS학회 논문지
• /
• 제8권5호
• /
• pp.48-56
• /
• 2009

현재 사회적으로 선팅에 대한 규제가 논란이 되고 있으나 이를 뒷받침할 만한 공학적인 근거가 부족한 실정이다. 선행연구에 따르면 과도한 선팅차량이 추종차량의 가감속등에 영향을 미쳐 용량저해 요인으로 작용할 수도 있다는 가설을 확인하였으나, 자료의 한계로 추종모델와 연결된 분석은 이루어지지 못하였기 때문에 추가연구가 필요하다. 이에 본 연구에서는 RTK-GPS를 이용하여 자료를 수집하였으며, 선두차량의 차량선팅 암도에 따라 후방차량에 미치는 영향을 차량추종 모델의 파라메터 변화를 통해 분석하였다. 본 논문에서는 가시광선 투과율에 따른 차두거리, 가속소음, 민감도, 반응시간을 분석하였다. 추종모델의 기본식인 GM 1모델 뿐만 아니라, 차량의 차두거리까지 고려된 GM 3모델에 적용시켜 민감도를 분석하였다. GM의 3모델 역시 1모델과 동일한 패턴의 결과로 도출되었으며, 선두차량의 선팅정도가 클수록 후방차량에 미치는 영향이 더 커지며, 선두차량의 선팅으로 인한 위험도는 2번째 차량보다 3번째 차량이 더 큰 것을 확인하였다. 차량의 선팅정도에 따라 교통류 안정성에 미치는 영향 분석에 관한 연구는 향후 과제로 남긴다.

• 한국철도학회논문집
• /
• 제19권4호
• /
• pp.555-563
• /
• 2016

선로용량은 수요에 부합되는 최대열차횟수를 결정하고 수송력 증대에 필요한 투자우선순위 판단을 위한 중요한 척도이다. 특히 2016년 중반부터 고속철도노선에 두 철도운영자가 운송사업을 개시함에 따라 선로용량과 실제배정 가능한 최대열차횟수 간에 상충이 발생하지 않고 유효운송경쟁이 보증될 수 있도록 선로용량을 산정 관리할 필요성이 있다. 열차종별 운행횟수, 도중정차패턴과 착발시각, 운행시간, 열차의 대피 또는 교행, 열차간의 안전시격 등에 따라 선로용량이 크게 달라지므로 현재까지도 실제 적용에 많은 논쟁이 있는 것도 사실이다. 이러한 문제점을 극복하고자 철도운영자의 운송정책을 고려한 열차운행 스케쥴을 반영할 수 있는 시뮬레이션 기법에 의한 선로용량 산정방법을 제시하고자 한다.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제13권5호
• /
• pp.2338-2356
• /
• 2019

Vehicular ad-hoc network (VANET) is the name of technology, which uses 'mobile internet' to facilitate communication between vehicles. The aim is to ensure road safety and achieve secure communication. Therefore, the reliability of this type of networks is a serious concern. The reliability of VANET is dependent upon proper communication between vehicles within a given amount of time. Therefore a new formula is introduced, the terms of the new formula correspond 1 by 1 to a class special ST route (SRORT). The new formula terms are much lesser than the Inclusion-Exclusion principle. An algorithm for the Source-to-Terminal reliability was presented, the algorithm produced Source-to-Terminal reliability or computed a Source-to-Terminal reliability expression by calculating a class of special networks of the given network. Since the architecture of this class of networks which need to be computed was comparatively trivial, the performance of the new algorithm was superior to the Inclusion-Exclusion principle. Also, we introduce a mobility metric called universal speed factor (USF) which is the extension of the existing speed factor, that suppose same speed of all vehicles at every time. The USF describes an exact relation between the relative speed of consecutive vehicles and the headway distance. The connectivity of vehicles in different mobile situations is analyzed using USF i.e., slow mobility connectivity, static connectivity, and high mobility connectivity. It is observed that $p_c$ probability of connectivity is directly proportional to the mean speed ${\mu}_{\nu}$ till specified threshold ${\mu}_{\tau}$, and decreases after ${\mu}_{\tau}$. Finally, the congested network is connected strongly as compared to the sparse network as shown in the simulation results.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
• /
• pp.490-497
• /
• 2011

When operating Express and Standard trains, which run with two different scheduled time, in a single line with limited number of side tracks for overtaking standard trains, it is required to have various modeling methodologies and simulations in order to calculate an optimum headway to maximize the capacity of the line with the best scheduled time. Especially it is inevitable that following trains have to slow down or stop in the middle of their operations due to the preceding trains, in case it is inappropriate controlled about either in which station an overtaking should be taken or how long it should be. This study is to analyze TPS data which have been produced with a simulation program which the team has invented to optimize Express and Standard mixed traffic plan and to introduce an algorism which shows detected conflict data, calculates appropriate dwell time after getting overtaken and helps to decide stations for overtaking.

• 대한교통학회지
• /
• 제12권1호
• /
• pp.55-73
• /
• 1994

The objective of this research is to evaluate the pedestrian signal time involving green and flashing green times. The minimum pedestrian green indication should give time for pedestrian to start crossing safely, and the flashing green indication should give time to complete the crossing. An average pedestrian crossing speed of 1.1(m/s) was estimated by analyzing the field data which was slower than the 1.2(m/s) currently used. Furthermore, the study proposed that design speed for the flashing green time should be slow speed for considerations pedestrian safety, not the average speed. The 0.78-1.01(m/s) of pedestrian speed was estimated at the elementary school areas that indicated 0.2(m/s) slower than the other areas. The pedestrian starting time (perception/reaction time) and time headway from front to back of herd was estimated to determine minimum pedestrian green time. the pedestrian starting time was estimated to determine minimum pedestrian green time. The pedestrian starting time was ranged 2.52-4.29 seconds. The time interval between the pedestrian rows was found to be 1.25-1.86 seconds, which declines as the pedestrian rows increases, The equation to calculate the pedestrian signal, which declines as the pedestrian rows increases. The equation to calculate the pedestrian signal time is proposed using the pedestrian starting time, the time interval between the pedestrian rows, and pedestrian crossing speed given area types (commercial, business, mixed, and elementary school areas), number of both-directional pedestrians for a cycle, crosswalk length and width.

• 대한교통학회지
• /
• 제12권1호
• /
• pp.97-116
• /
• 1994

Today advanced traffic management systems are required because of a high increase in traffic demand. Accordingly, the objective of this study is to take advantage of image processing systems and present image processing methods available for collection of the data on traffic characteristics, and then to investigate the possibility of traffic flow analysis by means of comparison and analysis of measured traffic flow. Data were collected at two places of Daegu city and Kyongbu expressway by using VTR. Rear view (down stream) and frontal view (up stream) methods were employed to compare and analyze traffic characteristics including traffic volume, speed, time-headway, time-occupancy, and vehicle-length, by analysis of measured traffic flow and image processing respectively. Judging from the results obtained by this study, image processing techniques are sufficient for the analysis of traffic volume, but a frame grabber equipped with high speed processor is necessary as well, with low level system judged to be sufficient for traffic volume analysis.

• 대한교통학회지
• /
• 제9권1호
• /
• pp.5-18
• /
• 1991

Two-Lane, two-way roads account for approximately 92% of total road length in Korea and accomplish the majority of regional transport activities. Nevertheless not too many research have been made on two-lane roads particularly efficiency related topics such as capacity and travel time studies. In this study a full scale data collection was conducted using video equippments on rural two-lane roads to determine capacity Passenger Car Equivalents(PCE) and Level of Service criterion. Various PC programs were utilized to reduce traffic data and Walker ME? and Headway Method were employed to determine PCE's for heavy vehicles. The reseach has shown that capacity and PCE's for two-land two-way roads in Korea are 3200 pcph and 1.1∼1.9 resectively. In addition percent time delay was used as the basis of developing Level of service criterion on two-lane roads in Korea.

• 한국철도학회논문집
• /
• 제12권6호
• /
• pp.953-960
• /
• 2009

도시철도 주요구간에서는 상습적인 지연 및 후행열차로의 지연파급확산으로 구간운행시분 증대 및 정시운행 불가, 나아가 혼잡증대로 인해 이용승객이 불편이 가중되고 있다. 운행계획은 승객과의 약속이자 타 자원운영계획과 연계하여 신뢰성이 확보되어야 한다. 고밀도 운행 도시철도의 경우 정차시분이 운행시격에 미치는 영향이 가장 크며, 효율적 서비스계획 수립 시 정차시분의 관리는 매우 중요하다. 본 논문에서는 도시철도 분야의 정차시분 관련 선행연구동향을 살펴보고, 국내 운영기관 환경에서 실용적으로 활용할 수 있는 최소소요 정차시분 추정모델과 실제 현장데이터를 활용하여 수치사례를 함께 제시한다.

• 한국ITS학회 논문지
• /
• 제8권2호
• /
• pp.1-13
• /
• 2009

최근 각 지자체별로 ITS에서 방대한 양의 APTS(BMS, 교통카드 등)자료가 수집되고 있으나 버스배차관리에 활용되는 지표는 도착정시성과 차두간격균등성에 국한되어 있다. 수집되는 자료를 버스운행관리에 충분히 활용하지 못하고 있는 실정이다. 본 연구에서는 이용객 수요를 고려한 운수회사의 배차관리 수준을 평가하기 위해 상관계수를 이용하여 수요탄력적 배차관리지표(DEI, Demand Elastic Index)를 개발하였다. 합리적인 개발지표의 적용을 위한 이상치를 유발시키는 자료에 대한 보정방안을 강구하여 적용하였으며, 노선별 제약조건(운행대수, 배차간격 등)을 고려하여 지표의 형평성을 제고하였다. 개발된 평가지표를 서울시 전체노선(356개)에 적용하고, 노선특성(일평균배차간격, 일일수집금, 일평균운행시간, 운행대수)에 따른 적용성(형평성)을 확인하였다. 본 연구의 개발지표는 ATPS자료가 수집되는 노선의 배차계획 및 관리 수준의 평가가 가능하여, 효율적인 배차관리에 활용성이 클것으로 생각된다.

• 한국도로학회논문집
• /
• 제15권5호
• /
• pp.217-226
• /
• 2013

PURPOSES : Under the capacity conditions with balanced approach flows, roundabouts give less delay than existing signalized intersections; however, flows over 450 vehicles/hour/lane with unbalanced approach flow conditions, roundabouts efficiency drops due to the short time difference between the critical gap and the follow-up headway. The purpose of this study is developing a roundabout Signal Metering operation method by considering approach lanes degree of saturation. METHODS : A four-way-approach with one-lane roundabout is selected to compare the Signal Metering performance for the case of 16 different unbalanced flow conditions. Based on these traffic conditions, the performance is evaluated for 64 different cases of Signal Metering combinations by using SIDRA software. A degree of saturation(V/C ratio) sum for two adjoined approaches is used for the performance index of choosing Metered Approach and Controlling Approach. RESULTS : When the V/C ratio sum is 0.29~0.81 and Metered Approach flow is less than Controlling Approach flow, the average delay saving per vehicle is about 7 seconds; however, after this rage the delay saving decreases gradually until the V/C ratio sum reaches around 1.0. The range of V/C ratio sum 0.93~1.09 provides average delay saving per vehicle about 3 seconds. In case of V/C ratio sum is grater than 1.0 and the flows of Metered Approach is grater than Controlling Approach, the average delay per vehicle increases 3~11 times respectively. CONCLUSIONS : As expected, the Signal Metering provides substantial improvements in delay saving for the case of V/C ratio sum is 0.3~1.0 under the traffic flow conditions of Metered Approach is less than Controlling Approach.