Analysis of public transport for urban tourism in China

Yang, Yang; 杨洋,

doi:10.5353/th_b4654169

Cited by 1 publication

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“…In the city road intersection in the passage of the main consideration is the motor vehicle right, non-motor vehicle turn left mainly through crossing the zebra twice. In the city road intersection--n in the passage of the main consideration is the motor vehicle right, non-motor vehicle turn left mainly through the zebra crossing twice [9,10]. The schematic diagram is shown in Fig.…”

Section: The Initial Design Of the U-turnmentioning

confidence: 99%

The Research of Optimal Length of Left Turn with U-turn at Intersection Based on Statistical and Simulation Analysis

Lu¹,

Zheng²,

Xue³

2017

Proceedings of the 2017 7th International Conference on Education, Management, Computer and Society (EMCS 2017)

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Abstract. Distant lead is one of the ways to eliminate the left turn of the intersection, and the determination of the length of the U-turn is the key to determining the success of the method. For the determination of the optimal length of the far-lead turn-around, the main traffic parameters are determined on the basis of the existing statistic data, and then the VISSIM is used to analyze the intersection in peak period and no-peak period. Finally, the simulation results are statistically analyzed by MATLAB, and the shortest distance of the simulation travel time is taken as the optimal lead length. The results show that the optimal length of the far-lead is obtained in the peak period and the peak-peak period. Under the hypothesis parameter, the optimal length of the U-turn is 300m in the peak period and 250m in the non-peak period; through theoretical analysis, the peak length of the peak is 297.61m, and the peak length of 254.21m.

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Section: The Initial Design Of the U-turnmentioning

confidence: 99%