• Journal of Korean Society of Transportation
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• v.15 no.1
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• pp.105-127
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• 1997

합류구간은 다양한 교통특성을 분석하는데 어려움으로 인하여 그 동안 체계적인 연구가 거의 수행되지 않았다. 본 연구는 고속도로 합류부의 교통특성 측면에서 연결로 교 통량의 영향을 분석하고 평가하는 것을 목적으로 한다. 선형회귀 모형식이 연결로 교통량의 영향을 평가하기 위하여 개발되었고 기존의 모형식들과 비교되었다. 이러한 모형식은 본선 교통량과 연결로 교통량과의 상호 관계로 규명하는데 사용되었고 합류교통량에 대하여 연결 로 교통량이 본선교통량보다 더 많은 영향을 나타내는 것으로 분석되었다. 또한 교통와해 시점의 교통량 자료를 추정하기 위해 사용한 교통량 누적 감산법(the Background Flow Count Reduction Method)은 직접적으로 자료를 수집하기 어려운 지점의 자료를 추정하는 데 있어 유용한 방법임을 알 수 있었다. 향후에는 연결로 교통량의 영향을 고려한 합류부 운영방안이 필요하고 이를 통한 효율적인 합류부 운영이 이루어질 수 있을 것이다.

• Journal of the Korean Society for Railway
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• v.3 no.2
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• pp.28-36
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• 2000

도시철도라 함은 도시교통의 원활한 소통을 위하여 도시교통권역에서 건설·운영하는 철도ㆍ모노레일 등 궤도에 의한 교통시설 및 교통수단을 말한다. 지금까지 차량성능시험은 제작사와 운영체가 자체적으로 시행해 왔으나 신조 제작차량의 잦은 고장과 사고발생으로 인하여 교통불편을 초래하고 있어, 국가에서는 국민의 생명보호와 안전사고예방을 위하여 제도적으로 차량이 영업운행 전에 성능시험을 거치도록 한 것이다. 이에 도시철도차량성능시험에 대해서 간략히 설명하며, 관련 규정을 소개한다.(중략)

• Journal of Korean Society of Transportation
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• v.29 no.5
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• pp.79-89
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• 2011

Though many studies regarding roundabout have been recently conducted, most of them have focused on operational aspect. Moreover, majority of the previous researches analyzes operational effects of single roundabout, but seldom investigate the effects of multi-roundabouts constructed on road networks. In this study, we seek ways to construct multiple roundabouts on road network maximizing their operational effects. The analysis investigate influence of both adjacent signalized and unsignalized intersections as well as influence of the distance from those intersections to roundabouts. The results show that the optimal distance between two adjacent intersections were calculated to be 150m, and any two intersections located within 150m apart influence each other thus imposing operational restrictions on each other. In addition, those results are confirmed using simulation analysis conducted on the real urban network in Nonheon regional area, Incheon City.

• 도로교통
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• s.93
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• pp.80-85
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• 2003

ETC가 보급되면 다양한 요금을 설정할 수 있다. 요금의 다양화는 이론적으로 다른 운전자에게 다른 요금을 부과한다는 차별요금을 의미한다. 차별요금은 그 이름과는 달리 잘 설정한다면 이용자인 운전자에게나 유료도로 운영자 모두에게 이익을 주는 것이다. 요금다양화를 잘 이용하기 위해서는 유료도로 운영자에 대한인센티브 부여가 중요하고, 여기에 주력 할 필요가 있다.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.10 no.2
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• pp.9-21
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• 2011

The ramp metering strategy is one of the effective ways to solve the freeway traffic congestion in peak time periods. The study was initiated with assurance that the traffic conditions of ramp and mainline that mitigate the congestion would exist. Under the moderate traffic volume levels, ramp metering is expected to improve the quality of freeway operation. To derive a range of traffic condition, three operation strategies(Do nothing, ramp metering, minimum ramp control) were set up and the ALINEA algorithm was implemented with microscopic traffic simulator "VISSIM". The volumes of mainline and ramp are key parameters for the simulation scenarios. Measures of effectiveness for the study include mainline density and average vehicle speed. Operation boundaries in terms of traffic volume were proposed for operating ramp metering strategy. The results show that under the proposed traffic conditions the ramp metering was more successful to increase average vehicle speeds. Traffic controls under the operation boundaries of traffic levels give significant effects for density and average vehicle speed. The outcomes of this study would be useful to improve the performance of ramp metering strategies.

• Proceedings of the KOR-KST Conference
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• 1998.10a
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• pp.285-294
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• 1998

기존 도로시설을 최대로 이용하고 교통의 흐름을 질적으로 향상시키기 위해서는 과포화 상태를 고려한 교통시설운영방법을 개선할 필요가 있다. 속도-교통량관계는 교통시설운영의 평가와 서비스수준 산정을 위한 주요 판단기준이 된다. 본 논문에서는 경부고속도로 종점부 구간의 현장조사를 통해 과포화상태의 속도-교통량 관계를 조사 분석하였고 그 결과 다음 몇 가지 결론을 얻을 수 있었다. 첫째, 한국도로용량편람을 비롯한 우리 나라 연구결과는 일반적으로 50km/hr 일 때 용량상태가 나타난다고 알려져 있으나 본 조사결과에 의하면 약 85km/hr 정도에서 용량상태가 발생함을 관측할 수 있었다. 둘째, 과포화구간에서 속도에 따른 통과교통량 증감추이는 대기행렬 증가시 급격한 속도-교통량의 감소가 있는 반면에 대기행렬해소시 속도-교통량의 증가는 완만하게 회복됨을 보였다. 셋째, Ontario 고속도로의 경우와 본 조사연구결과는 비교해본 결과 과포화시 한국의 경우 미국과 동일한 통행속도에서 더 많은 교통량이 통행하는 것으로 확인되었다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2012.06a
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• pp.535-537
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• 2012

인천항에 통항하는 선박교통흐름과 관제운영 실적의 전수조사를 통하여 현행 방법의 문제점을 살펴보았다. 여기서 도출된 문제점을 극복하기 위해서 인천항 해상교통 환경을 분석하는 체계적인 방안을 제시하였다. 본 연구는 이를 기초로 하여 관제구역 내 선박안전사고 예방과 원활한 통항흐름의 유지를 위한 관제운영 개선방안을 마련하고자 하였다.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.16 no.2
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• pp.23-35
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• 2017

Work zone traffic control is of keen interest because both traffic operations and safety performances are directly affected by traffic management methods. In particular, work zone traffic on two-lane roads needs to be managed in more efficient and safer manners due to its unique characteristics of alternative right-of-way assignment. This study developed a dynamic control algorithm that can be used for real-time operations of two-lane work zone traffic. The performance of the developed algorithm was evaluated by VISSIM microscopic traffic simulator. An applied programming interface (API) based program was developed to plug-in the control algorithm onto the simulator. The results demonstrated the feasibility of the proposed control algorithm for two-lane work zone.

• Journal of Korean Society of Transportation
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• v.20 no.6
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• pp.31-43
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• 2002

Traffic signal control methods are suggested to improve the operational effectiveness of COSMOS system in Seoul. First. a method that improves progression of the corridor traffic flow within a common sub-area was explored. Applying this method, both frequency and magnitude of offset transition were reduced as compared to the existing method. In addition, the level of connection among neighboring corridors increased by applying the method, thus the qualify of progression was also improved. Second, a practical guideline on signal phase design was proposed to improve the efficiency of actuated operations for the left-turn movement. Last, a method for estimating optimal queue length parameters was surveyed and evaluated. An evaluation study was performed for the suggested methods through both field and simulation studies. Results showed that the proposed methods gave better performance than the existing methods. It is expected that the use of proposed methods can improve operational performance of COSMOS.

• Journal of Korean Society of Transportation
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• v.21 no.6
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• pp.57-65
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• 2003

Traffic congestion on the streets is the major concern of Metropolitan areas in Korea. Especially the signalized intersections are the main spots where traffic congestion is to be created. Currently the subway construction has been on the process in Taegu Metropolitan city. The subway stations are usually located at the intersections where a large number of vehicles and people are moving. During the constructional period, such an intersection creates profoundly a great deal of traffic congestion due to the open-cut constructional method. Under circumstance of the constructional method, the lane configurations should be changed frequently and the surface conditions make drivers uncomfortable. The propose of this study is to propose the improved method of traffic operation at the large circled intersection under the construction. The Signalized Modern Roundabout(SMR) is applied modifying from the modern roundabout. The geometric design and signal operation of SMR is developed in this study. To verify the operation of SMR the comparative study is conducted between the operation of the open-cut method and SMR method using the micro-simulation program, NETSIM. The result of simulation shows that the delay caused by the operation of SMR is not higher than that under the open-cut method. SMR makes also the constructional period shorten, makes the cost of construction lessened and makes drivers more comfortable as well than the method of open-cut. Therefore, the study concludes that the operation of SMR is more efficient, economic and safer method than that of open-cut method at the large circled intersection under construction.