1) minimum green interval
最小绿灯间隔
2) green light interval
绿灯间隔
1.
Design of green light interval at signalized intersection;
信号控制交叉口绿灯间隔时间的设计方法
4) change interval
绿灯间隔时间
1.
Calculation of change interval for the signalized intersection;
关于信号交叉口绿灯间隔时间的研究
2.
Based on the study of the leftturn lane stop line, this paper discusses the relationship between the position of stop line and both the change interval and the saturation volume, which are the two critical influence factors of an intersection capacity.
基于对左转专用车道停车线的研究,分析了停车线的位置与相位绿灯间隔时间和车道饱和流量这两个交叉口通行能力关键影响因素的关系。
5) intergreen interval
绿灯间隔时间
1.
The interval between phases of roundabout are transformed into three parts,which are intergreen intervals between left-turns in roundabout,the straights in the same phase,and the straights in the next phase.
以十字环形交叉口内部各股车流的潜在冲突点和车辆启动形成的启动波为依据,将环形交叉口左转二次控制的绿灯间隔时间转化为环道左转与本相直行之间的绿灯间隔时间、环道左转与下一相位绿灯启亮时差以及两直行相位绿灯间隔时间的组合,提出各个绿灯启亮的时间差以及绿灯间隔时间的计算方法,并将该方法应用于实例计算。
补充资料：最小辐亮度与最小辐照度(见核爆炸火球)
最小辐亮度与最小辐照度(见核爆炸火球)
minimum-brightness and minimum-irradiance
zuixiao fuliangdu yu zuixiaofu乙haodu最小辐亮度与最小辐照度(minimum-brightness and而nimum一irradianee)见核爆炸火球。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条