使用似然估计的自动多机制基本图校准

S. Barua, Nazmul Haque, Anik Das, Hadiuzzaman, Sanjana Hossain
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引用次数: 4

摘要

该文提出了一种新的工具LIMB (Likelihood Identification for Multi-regime models’Breakpoint),用于标定不同道路几何和交通运行条件下的各种基本图(fd)。该工具能够从实时数据中估计交通状态,并准备实现基于模型的控制策略。由于需要对交通状态进行准确的估计,对交通系统进行有效的交通管理或控制是一个巨大的挑战;结合LIMB工具的基于模型的控制策略可以改善控制的复杂性。研究发现,根据经验得到的多状态FD模型的断点不能准确估计交通状态;因此,使用LIMB来校准这些模型。调查亦致力制订指引,以校正适合车道交通情况的FD模型。我们提出的技术是独立于速度限制和完全自动没有任何阈值输入。此外,它与公认的FD自动校准技术具有可比性。对比研究发现,FD参数的估计有5%到8%的差异。随后,我们利用从PeMS网站获得的现场交通数据研究了几种新的单区和多区FD模型。对于多状态模型,LIMB采用似然估计方法识别自由流和拥堵状态之间的断点密度。采用最小二乘法估计临界无密度流速度-容量。该接口便于交通从业者选择最优的基于模型的控制策略,以实现交通的平稳高效运行。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
AUTOMATIC MULTIREGIME FUNDAMENTAL DIAGRAM CALIBRATION USING LIKELIHOOD ESTIMATION
LIMB (Likelihood Identification for Multi-regime models’ Breakpoint), a new tool, is developed to calibrate various Fundamental diagrams (FDs) under different road geometric and traffic operational conditions. This tool enables to estimate traffic state from real time data and is ready to implement into model based control strategy. Since efficient traffic management or control of transportation system remains big challenge due to the necessity of accurate traffic state estimation; model based control strategy incorporated with LIMB tool can ameliorate the complexity. This research found that the breakpoint of multi-regime FD models obtained from experience were not able to estimate traffic state precisely; therefore LIMB was used to calibrate those models. The investigation also endeavored to develop a guideline which was capable to calibrate suitable FD models for lanewise traffic conditions. Our proposed technique is independent of speed limits and completely automatic without any threshold inputs. Furthermore, it is comparable with the well-recognized FD automatic calibration technique. The comparative study found a 5% to 8% variation in estimating FD parameters. Later, we investigated several novel single and multiregime FD models utilizing field traffic data obtained from PeMS website. LIMB adopted likelihood estimation method to identify density at breakpoint in between free flow and congestion states for multi-regime models. It applies least square method to estimate critical density-free flow speed-capacity. The proposed interface is conducive and easily adaptable for transportation practitioners to select the best model based control strategy for smooth and efficient traffic operation.
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