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针对路口拓宽条件下信号交叉口饱和流率为非均匀的特征 ,分析并讨论延误模型 ,提出对该模型的校正
Aiming at the characteristics of non-uniform saturation flow rate at signalized intersections under the condition of widening intersections, the delay model is analyzed and discussed, and the correction of the model is proposed