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  3. Uncontrolled intersection
  4. 2012
Showing papers on "Uncontrolled intersection published in 2012"
Journal Article•
Comprehensive Evaluation of Intersection Based on Traffic Noise and Delays

[...]

Cai Ming1•
Sun Yat-sen University1
01 Jan 2012-Journal of Wuhan University of Technology
TL;DR: The comprehensive evaluation of the various ways of management in intersection under different traffic flows is realized by calculating the economic losses caused by the delays and noise.
Abstract: From the view of noise impact,the intersection is evaluated comprehensively by combining traffic noise and delay.By loading plugin in microscopic traffic simulation software the computational models of traffic noise and delays are developed,and some measured data are used to verify the models.On this basis,the relationships between volume and delays,and volume and noise under the conditions of the signal intersection,roundabout and uncontrolled intersection are investigated.Then the comprehensive evaluation of the various ways of management in intersection under different traffic flows is realized by calculating the economic losses caused by the delays and noise.

1 citations

Journal Article•10.11591/TELKOMNIKA.V10I8.1636•
Minor Capacity Analysis of N Major Traffic Streams at Intersection

[...]

Yang Xue-hui1, Luo Gaogui1•
Chongqing Jiaotong University1
01 Dec 2012-Indonesian Journal of Electrical Engineering and Computer Science
TL;DR: Theories were used in this paper, such as gap theory, the probability theory and the calculation methods of minor capacity under two vehicle streams, which derived under the conditions of M3 distribution by the main stream headway at the uncontrolled intersection.
Abstract: Based on the gap acceptance theory, this paper analyzed running state of the intersection streams about the main traffic priority controls. Theories were used in this paper, such as gap theory, the probability theory and the calculation methods of minor capacity under two vehicle streams. The calculating formula of minor capacity for n main vehicle streams was derived under the conditions of M3 distribution by the main stream headway at the uncontrolled intersection.

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