The objective of study is to examine relationship between traffic flow characteristics of two lane entrance terminal and acceleration length, and to suggest the acceleration length by level of service. The relationship between the speed r...
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https://www.riss.kr/link?id=A105565692
1996
Korean
KCI우수등재
학술저널
75-90(16쪽)
0
상세조회0
다운로드다국어 초록 (Multilingual Abstract)
The objective of study is to examine relationship between traffic flow characteristics of two lane entrance terminal and acceleration length, and to suggest the acceleration length by level of service. The relationship between the speed r...
The objective of study is to examine relationship between traffic flow characteristics of two lane entrance terminal and acceleration length, and to suggest the acceleration length by level of service. The relationship between the speed ratio and the distance from the ramp appeared to be a quadratic concave from. In the case of two lane entrance ramp, the acceleration length is suggested as 1.4~2.0 times longer than the acceleration length of one lane entrance ramp. It is also recommended that acceleration length for two lane entrance ramp should be designed according to the level of service at the right most lane (level of service A : 1.4 B : 1.6 C : 1.8 D : 2.0 times of the one lane entrance ramp acceleration length) on freeway.
칼만필터를 이용한 도시고속도로 교통량예측 및 실시간O-D 추정
차량용량을 고려한 대중교통 통행배정모형구축에 관한 연구
도시부 ATIS 효율적 적용을 위한 탐색영역기법 및 양방향 링크탐색 알고리즘의 구현