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根据交通工程理论的交叉口通行能力的停车线法计算公式,一条车道的设计通行能力的计算公式如下: 公式(1)——C_s=3600/T((t_g-t_o)/t+1)φ 式中:C_3一条直行车道的设计通行能力(pcu/h);T——信号灯周期(s):
According to traffic engineering theory of intersection capacity of the parking line method formula, a lane of design capacity is calculated as follows: Formula (1) - C_s = 3600 / T ((t_g-t_o) / t +1) φ Where: C_3 design capacity of a straight lane (pcu / h); T - signal cycle (s):