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Evaluating the sustainable traffic flow operational features of an exclusive spur dike U-turn lane design

机译:评估专用丁坝调头车道设计的可持续交通流运行特征

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摘要

The traditional U-turn design has significantly improved traffic operations for relieving traffic congestion. However, the U-turn diversion and merge segments still cause traffic conflicts and delays. In this paper, an exclusive spur dike U-turn lane (ESUL) is proposed with the aim of addressing the disadvantages of the traditional U-turn design. ESUL provides a separate U-turn lane to diverge, decelerate, U-turn, accelerate and merge without interacting with through traffic. The effectiveness of ESUL is demonstrated through a field data investigation, simulation and analysis with VISSIM software. The proposed design is evaluated in terms of three parameters: travel time, delay and number of stops. Compared to the traditional U-turn design, ESUL can reduce travel time by 29.15%, delay by 66.70% and the number of stops by 100% at most. The results showed that ESUL has better performance than the traditional U-turn design and could be implemented to reduce traffic congestion and the potential hazards caused by U-turn maneuvers.
机译:传统的掉头设计大大改善了交通运营,缓解了交通拥堵。但是,掉头转向和合并路段仍然会导致交通冲突和延误。在本文中,提出了一种专用的丁字自动掉头车道(ESUL),以解决传统掉头设计的缺点。 ESUL提供了一个单独的掉头车道,以发散,减速,掉头,加速和合并,而不会与交通干扰。通过使用VISSIM软件进行现场数据调查,模拟和分析,可以证明ESUL的有效性。根据三个参数对提出的设计进行了评估:行驶时间,延误和停车次数。与传统的掉头设计相比,ESUL最多可减少29.15%的出行时间,66.70%的延误以及最多100%的停车位。结果表明,ESUL比传统的掉头设计具有更好的性能,可以用来减少交通拥堵和掉头动作所造成的潜在危害。

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