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Car delay model near bus stops with mixed traffic flow

机译:混合交通流量的公交车站附近的汽车延迟模型

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This paper proposes a model for estimating car delays at bus stops under mixed traffic using probability theory and queuing theory. The roadway is divided to serve motorized and nonmotorized traffic streams. Bus stops are located on the nonmotorized lanes. When buses dwell at the stop, they block the bicycles. Thus, two conflict points between car stream and other traffic stream are identified. The first conflict point occurs as bicycles merge to the motorized lane to avoid waiting behind the stopping buses. The second occurs as buses merge back to the motorized lane. The average car delay is estimated as the sum of the average delay at these two conflict points and the delay resulting from following the slower bicycles that merged into the motorized lane. Data are collected to calibrate and validate the developed model from one site in Beijing. The sensitivity of car delay to various operation conditions is examined. The results show that both bus stream and bicycle stream have significant effects on car delay. At bus volumes above 200 vehicles per hour, the curbside stop design is not appropriate because of the long car delays. It can be replaced by the bus bay design.
机译:本文提出了一种基于概率论和排队论的混合交通公交站点汽车延误估计模型。道路被划分为服务于机动和非机动的交通流。公交车站位于非机动车道上。当公共汽车停在车站时,它们会阻塞自行车。因此,确定了车流和其他交通流之间的两个冲突点。第一个冲突点发生在自行车合并到机动车道上时,以避免在停车巴士后面等候。第二种情况是公交车合并回电动车道。平均汽车延迟估计为这两个冲突点的平均延迟与跟随合并到机动车道中的较慢自行车所导致的延迟之和。从北京的一个站点收集数据以校准和验证开发的模型。检查了汽车延迟对各种操作条件的敏感性。结果表明,公交车流和自行车流都对汽车延误产生重大影响。在每小时载客量超过200辆的公交车上,由于长时间的延误,不宜采用路边停车站设计。可以用母线槽设计代替。

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