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Real-time multiple model joint estimation for an urban traffic junction subject to jump dynamics

机译:城市交通交界处的实时多模型联合估计跳跃动态

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Traffic conditions in signalized junctions are highly dynamic and may be subject to abrupt changes due to unanticipated traffic incidents or network obstructions. These abrupt changing conditions are represented as different regimes or modes where each mode is represented by its own distinct model, forming a set of multiple models. At any instance in time, only one model of the set has the potential of representing the physical system dynamics at that time. However the dynamics may arbitrarily jump over to a different regime when an abnormal condition arises. Furthermore, it might be impossible to identify these modelsa priori. Hence, a multiple model approach is developed to self-detect these abrupt changes, identify which member of the set best represents the actual system and automatically self-configure and add a new model to the set when a previously unmodelled regime arises. This approach makes use of a real-time joint (dual) estimation algorithm to estimate traffic state variables such as queue lengths and traffic flow, as well as model parameters such as turning ratios, saturation flow values and noise covariance resulting from unmodelled dynamics and measurement errors. The proposed algorithm is validated through simulations on signalized 3-arm and 4-arm junctions with typical day-to-day traffic conditions including several network irregularities occuring at different times of the day such as arm closures as a result of traffic incidents. This work is aimed to form part of adaptive control loops for traffic light systems that are able to autonomously adjust to changing traffic conditions so as to ensure efficient vehicle flows.
机译:信号交叉路口中的交通状况高度动态,可能由于意外的交通事故或网络障碍而受到突然变化。这些突然的变化条件表示为不同的制度或模式,其中每个模式由其自身的不同模型表示,形成一组多个模型。在任何实例及时,该组中只有一个模型具有当时代表物理系统动态的可能性。然而,当出现异常情况时,动态可以任意跳到不同的制度。此外,可能是不可能识别这些模型的先验。因此,开发了一种多模型方法来自动检测这些突发的变化,确定该集合的哪个成员最能代表实际系统并自动自动配置,并在出现先前的未掩模的制度时自动配置并将新模型添加到集合中。该方法利用实时关节(双)估计算法来估计诸如队列长度和业务流的业务状态变量,以及由未介质动态和测量产生的转数,饱和流量值和噪声协方差,如转数,饱和度值和噪声协方差错误。通过信号的3臂和4臂结的模拟验证了所提出的算法,其中包括典型的日常交通条件,包括在当天的不同时间发生的若干网络不规则性,例如由于交通事故的臂闭合。这项工作旨在为交通灯系统构成适应性控制回路的一部分,可以自主地调整到改变交通状况,以确保有效的车辆流动。

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