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Evaluating Capacity and Delay for Signalized Arterials with Freight Deliveries

机译:评估带有货运的信号化动脉的通行能力和延误

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Freight deliveries on signalized urban streets are known to cause lane blockages during delivery. Traffic congestion associated with urban freight deliveries has gained increasing attention recently as traffic engineers and planners are tasked with finding solutions to manage increasing demand more sustainably with limited road capacity. The goal of this research is to evaluate two models for quantifying the capacity and delay effects of a lane blocking freight delivery on a signalized urban street. The two methods are: an all-or-nothing model similar to methodology used in the Highway Capacity Manual 2010 (HCM2010) and a detailed analytical model consistent with kinematic wave theory. The purpose is to provide insight on the use of these tools for analysis of urban freight delivery policy. The results of the two models are compared with each. A simulation of 8th Avenue in New York has been calibrated to observed freight deliveries from a six-hour period, and the simulated results confirm effect of delivery location on capacity and delay. The results show that the methods from the HCM2010 to account for the effects of buses stopping for passengers provide only a coarse representation of the capacity and delay effects of urban freight deliveries. The more detailed approach that accounts for the dynamics of queuing provide closed form analytical formulas for delay and capacity that can account for varying locations of deliveries, long delivery durations, and different impacts on different lane groups.
机译:众所周知,在有信号的城市街道上运送货物会在运送过程中造成车道阻塞。由于交通工程师和规划师的任务是寻找解决方案,以有限的道路通行能力更可持续地管理不断增长的需求,因此与城市货运相关的交通拥堵问题近来受到越来越多的关注。这项研究的目的是评估两个模型,以量化在信号化城市街道上阻碍货运的行车线的通行能力和延误影响。这两种方法是:类似于“高速公路通行能力手册2010(HCM2010)”中所用方法的全有或全无模型,以及与运动波理论一致的详细分析模型。目的是提供有关使用这些工具分析城市货运政策的见解。将两个模型的结果进行比较。已对纽约第八大道的模拟进行了校准,以观察六个小时内的货运量,模拟结果证实了交货地点对运力和延误的影响。结果表明,从HCM2010开始的方法来考虑公共汽车对乘客的停车影响,仅能粗略地表示出城市货运量和延误的影响。考虑排队动态的更详细的方法提供了延迟和通行能力的封闭式分析公式,可以解释交货地点的不同,交货时间长以及对不同车道组的不同影响。

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