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中文摘要：
为了得到设置对角匝道时须满足的交通量条件，分析了合流区主路外车道的车头时距分布，利用间隙接受理论和分段积分法，建立了对角匝道驶入主路的适应交通量模型。然后考虑驶入对角匝道的右转交通量及其车头时距分布，利用间隙接受理论，建立了驶入对角匝道的左转车流的适应交通量模型，并得到了驶入对角匝道的左右转车流的约束条件。分析结果表明：对角匝道设置的交通量条件与主路交通量、匝道交通量、加速车道长度、合流区外侧车道车头时距的区间分布状况、汇合车辆的临界间隙和随车时距以及驶入对角匝道的左右转交通量有关。
英文摘要：
In order to distributions on mainl piecewise integral met driving into mainline get the traffic volume conditions of setting diagonal ramp, time headway ine outer lane in merging area were analyzed, gap acceptance theory and hod were used, the adaptive traffic volume model for diagonal ramp vehicles was established. Considering the right-turn traffic volume driving into diagonal ramp and its time headway distributions, adaptive left-turn traffic volume models were developed based on gap acceptance theory, and the constraint conditions of left-turn and right- turn traffic volumes driving into diagonal ramp were obtained. Analysis result indicates that traffic volume conditions of setting diagonal ramp are related to mainline traffic volume, ramp traffic volume, length of acceleration lane, interval status of time headway distributions on mainline outer lane in merging area, critical gap and follow-up time of merging vehicles, and left- turn and right-turn traffic volumes driving into diagonal ramp. 1 tab, 4 figs, 12 refs.
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