Bus Lane Capacity Revisited
Bus Lane Capacity Revisited
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DOI：
10.3141/1618-23
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发表时间：
1998
影响因子：
1.7
通讯作者：
H. Levinson;Kevin R. St. Jacques
中科院分区：
文献类型：
--
作者：
H. Levinson;Kevin R. St. Jacques
回顾了城市道路的公交车使用情况和过去的公交车容量经验。现场研究和公交车模拟分析用于验证、更新和扩展现有的公交车站和泊位容量程序。使用 60% 的停留时间变化系数来获得对可能发生故障的新估计，最大可实现容量基于 25% 的故障率。得出跳停操作和右转的容量调整系数。确定了服务规划的影响。公交专用道容量取决于停靠站的频率、公交车在每个站点停留的时间、公交专用道或路线沿线的交通状况和控制系统，以及公交车是否可以互相超越。将停留时间和停留时间变化保持在最低限度，提供多个泊位站点并建立跳站模式将增加公交车道的公交车和乘客容量。
Bus use of urban roadways and past bus-capacity experience are reviewed. Field studies and bus simulation analyses were used to validate, update, and extend existing bus stop and berth capacity procedures. A 60-percent coefficient of dwell time variation was used to obtain new estimates of likely failure, and the maximum achievable capacity was based on a 25-percent failure rate. Capacity adjustment factors for skip-stop operation and right turns are derived. Service planning implications are identified. Bus lane capacities depend on how frequently the stops are placed, how long the buses dwell at each stop, traffic conditions and control systems along the bus lane or route, and whether buses can pass and overtake each other. Keeping dwell times and dwell-time variations to a minimum, providing multiple berth stops, and establishing skip-stop patterns will increase the bus and passenger capacity of bus lanes.