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首页> 外文期刊>Engineering Optimization >NUMERICAL ALGORITHMS FOR DYNAMIC TRAFFIC DEMAND ESTIMATION BETWEEN ZONES IN A NETWORK
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NUMERICAL ALGORITHMS FOR DYNAMIC TRAFFIC DEMAND ESTIMATION BETWEEN ZONES IN A NETWORK

机译:网络区域之间动态交通需求估计的数值算法

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This paper presents numerical methods for dynamic traffic demand estimation between N zones in a network, where the zones are disjoint subsets of nodes of the network. Traffic is assumed to be generated or absorbed only in the zones and nowhere else in the network. Traffic volumes between zones over a fixed period of time are modeled as independent random variables with unknown means which it is desired to estimate. For each zone, the volume of all incoming and outgoing traffic is counted on a regular basis but no information about the origin or destination of the observed traffic is used. Procedures are suggested for a regular update of estimates of the N(N - 1) mean traffic demands between the zones on the basis of an incoming stream of the 2N traffic counts. The procedures are based on an exponential smoothing scheme and are reminiscent of the expectation maximization (EM) algorithm if smoothing is removed. Fast and reliable numerical algorithms, based on the conjugate gradient method, are presented for normal as well as for Poisson traffic demands. The Poisson case is linked with entropy maximization. Computational tests based on simulated data demonstrate both the numerical and statistical efficiency of the procedures.
机译:本文提出了用于在网络中的N个区域之间进行动态流量需求估计的数值方法,其中区域是网络节点的不相交的子集。假定流量仅在区域中生成或吸收,而在网络中其他任何地方均不会生成或吸收。固定时间段内区域之间的交通量被建模为独立的随机变量,具有未知的均值,需要对其进行估计。对于每个区域,会定期对所有传入和传出流量的数量进行计数,但不会使用有关所观察流量的来源或目的地的信息。建议使用程序,根据输入的2N流量计数流,定期更新区域之间N(N-1)个平均流量需求的估计值。该过程基于指数平滑方案,并且如果去除了平滑,则会让人联想到期望最大化(EM)算法。提出了基于共轭梯度法的快速且可靠的数值算法,适用于正常以及泊松交通需求。泊松情况与熵最大化有关。基于模拟数据的计算测试证明了程序的数值和统计效率。

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