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Analytical models of delay estimation at signalized intersections for variable demand and time conditions.

机译:可变需求和时间条件下信号交叉口的延迟估计分析模型。

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Average delay experienced by vehicles at signalized intersections is one of the essential parameters used to evaluate the performance of an intersection. As a measure of intersection performance, delay is used for both the design and the timing of the intersection because it reflects fuel consumption, driver frustration and the amount of lost travel time.; Delay at a signalized intersection can be measured directly in the field, but this is not always feasible because of the cost, effort or other uncontrollable factors at the intersections. An analytical model, therefore, is an alternative method for estimating of delay at signalized intersections.; In this research, the literature on the current analytical models for estimating delay at signalized intersections is reviewed, and the reliability of these models and their limitations are evaluated.; The primary objective of this research is to develop time dependent analytical delay models for signalized intersections that are suitable for variable demand and time conditions. In the proposed delay models, the delay parameter k used to describe the arrival and departure pattern is expressed as a function of degree of saturation (x), and time period for analysis (T). This delay parameter k has a fixed value in the Australian, the 1985 Highway Capacity Manual (H.C.M) and Canadian delay models. The last two models use a fixed value of 0.5 for the delay parameter k, which is based on queuing theory and describes a queuing model with random arrivals and fixed service time.; The TRAF-NETSIM microscopic simulation model is used to verify the proposed delay models. The simulation is conducted in three consecutive time periods. The demand and time period for analysis are varied for each case and 48 cases are investigated to evaluate the performance of the proposed delay models. Then, the delays generated by the simulation and estimated by the proposed models are statistically compared. The results from this research indicate that there is a good agreement between delays generated by the simulation and delays estimated by the proposed models.; It is concluded therefore that the proposed delay models are an improvement on existing delay models, and provide a good estimate for delays in the field.
机译:车辆在信号交叉口的平均延迟是用于评估交叉口性能的基本参数之一。作为交叉路口性能的一种度量,延迟被用于交叉路口的设计和时间安排,因为它反映了燃油消耗,驾驶员的挫败感和损失的旅行时间。可以在现场直接测量信号交叉口的延迟,但是由于成本,工作量或其他无法控制的因素,这并不总是可行的。因此,分析模型是估计信号交叉口延迟的另一种方法。在这项研究中,回顾了有关目前用于估计信号交叉口延误的分析模型的文献,并对这些模型的可靠性及其局限性进行了评估。这项研究的主要目的是为信号交叉口开发时间相关的分析延迟模型,该模型适用于可变需求和时间条件。在提出的延迟模型中,用于描述到达和离开模式的延迟参数 k 表示为饱和度( x )和分析时间段的函数( T )。在澳大利亚,1985年高速公路通行能力手册(H.C.M)和加拿大延迟模型中,该延迟参数 k 具有固定值。最后两个模型对延迟参数 k 使用固定值0.5,该参数基于排队理论,描述了一个随机到达且服务时间固定的排队模型。 TRAF-NETSIM微观仿真模型用于验证所提出的延迟模型。模拟在三个连续的时间段内进行。对于每种情况,分析的需求和时间段各不相同,并且对48个案例进行了研究,以评估所提出的延迟模型的性能。然后,将通过仿真生成并通过所提出的模型估算的延迟进行统计比较。这项研究的结果表明,仿真产生的延迟与所提出的模型估计的延迟之间有很好的一致性。因此,可以得出结论,提出的延迟模型是对现有延迟模型的改进,并为现场延迟提供了良好的估计。

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