摘要

The proportion of heavy vehicles to the total traffic flow has a significant impact on the modeling of the speed-flow relationship, which has received little attention in the literature. According to the field data from those roads with three or four vehicle tracks on which motor vehicles and none-motor vehicles are physically separated, this study utilized the method of two-factor variance analysis to prove that both the flow and the proportion of heavy vehicles significantly affect the speed. A general speed-flow model for all types of roads mentioned above was extended from the BPR model, and then the variables were selected and the parameters were calibrated by field data. Thus the speed-flow models for different types of roads and different levels of heavy vehicles proportions were established. The proposed models can serve the macro-scope traffic flow analysis and the decision-making for restriction or diversion of heavy vehicles on urban roads.

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