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评估专用分支堤道掉头车道设计的可持续交通流运行特征。

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

机构信息

Traffic and Road Engineering Center, Highway Academy, Chang'an University, Xi'an, Shaanxi, China.

University of Texas at Austin, Austin, Texas, United States of America.

出版信息

PLoS One. 2019 Apr 10;14(4):e0214759. doi: 10.1371/journal.pone.0214759. eCollection 2019.

Abstract

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.

摘要

传统的U 型转弯设计显著改善了交通运行状况,缓解了交通拥堵。然而,U 型转弯的分道和合流段仍会导致交通冲突和延误。本文提出了一种专用分支堤坝式 U 型转弯车道(ESUL),旨在解决传统 U 型转弯设计的缺点。ESUL 提供了一个单独的 U 型转弯车道,用于分道、减速、U 型转弯、加速和合流,而不会与直行车流相互干扰。通过现场数据调查、VISSIM 软件仿真和分析,验证了 ESUL 的有效性。该设计从三个参数方面进行了评估:行驶时间、延误和停车次数。与传统 U 型转弯设计相比,ESUL 最多可减少 29.15%的行驶时间、66.70%的延误和 100%的停车次数。结果表明,ESUL 比传统 U 型转弯设计具有更好的性能,可用于减少交通拥堵和 U 型转弯操作带来的潜在危险。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8d7e/6457533/8d1470d3524c/pone.0214759.g001.jpg

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