首页> 外文会议>Transportation Research Board Annual meeting >ANALYSIS OF SATURATION FLOW RATE FLUCTUATION FOR SHARED LEFT-TURN LANE AT SIGNALIZED INTERSECTIONS IN JAPAN: A CASE STUDY
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ANALYSIS OF SATURATION FLOW RATE FLUCTUATION FOR SHARED LEFT-TURN LANE AT SIGNALIZED INTERSECTIONS IN JAPAN: A CASE STUDY

机译:日本信号交叉口左转弯车道饱和流量波动分析:案例研究

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In urban corridor performance evaluation, saturation flow rate (SFR) is regarded as one of thekey parameters in estimating the capacity and delay at signalized intersections. In Japan, wherevehicles travel on the left side of the road, the SFRs of shared left-turn lane usually showcomparable fluctuation, due to different departure characteristics of through and left turningvehicles as well as complicated interactions with pedestrians and bicycles. Therefore, thereliability of lane group capacity, even intersection capacity would be potentially affected.For a better evaluation of corridor performance, this study investigates stochastic SFRsstarting from shared left-turn lane and empirically explores its implications. Results show thatefficient utilization of shared lane by through traffic can significantly improve SFRs. At lower orhigher pedestrian-bicycle volumes, SFRs are relatively reliable. While at middle levels ofpedestrian demands, more random arrivals and interactions between pedestrians and vehicleslead to rather unstable SFR fluctuation. Moreover, it is found that identical SFR values can beachieved under different turning proportions and pedestrian volumes. In other words, single SFRvalue cannot solely determine one traffic state in shared lane. For the shared lane with a largerleft turning radius, its SFRs display a stable trend since more turning vehicles can be storedwithin turning bays, thus a smaller chance of total lane blockage and a bigger chance ofachieving higher SFRs. A comparative analysis of observed SFRs and HCM estimations indicateHCM usually overestimates the SFRs in shared left-turn lane in Japan.
机译:在城市走廊绩效评估中,饱和流速(SFR)被认为是其中一项。 估计信号交叉口的通行能力和延误的关键参数。在日本, 车辆在道路的左侧行驶,通常使用共用左转车道的SFR 由于直通和左转弯的离开特性不同,波动比较大 车辆以及与行人和自行车的复杂互动。因此, 车道组通行能力的可靠性,甚至交叉口通行能力都可能受到影响。 为了更好地评估走廊性能,本研究调查了随机SFR 从共享的左转车道开始,并从经验上探讨其含义。结果表明 通过交通有效利用共享车道可以显着改善SFR。在较低或 较高的步行自行车容量,SFR相对可靠。而在中等水平 行人需求,更多随机到达以及行人与车辆之间的互动 导致相当不稳定的SFR波动。而且,发现相同的SFR值可以是 在不同的转弯比例和行人流量下实现。换句话说,单SFR 值不能仅确定共享车道中的一种交通状态。对于较大的共享车道 向左转弯半径,其SFR显示出稳定的趋势,因为可以存储更多的转弯车辆 在转弯湾内,因此,完全阻塞车道的机会较小,而发生转弯的机会较大 实现更高的SFR。对观察到的SFR和HCM估计值的比较分析表明 HCM通常会高估日本共享左转车道中的SFR。

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