交叉口信号相位设置与配时同步优化模型

卢凯,田鑫,林观荣,邓兴栋

Simultaneous optimization model of signal phase design and timing at intersection

Kai LU,Xin TIAN,Guan-rong LIN,Xing-dong DENG

表 1 2种情形中各股车流的流量及所需最短通行时间

Tab.1 Volume and minimum travel time required for each traffic flow in both situations

No. 情形1 情形2 q/（pcu∙h−1） $\tilde t$/s q/（pcu∙h−1） $\tilde t$/s M1 1 726 85 1 726 85 M2 1 516 75 1 516 75 M3 1 578 78 1 578 78 M4 884 45 464 25 M5 674 35 1 726 85 M6 674 35 674 35 M7 1 600 79 1 600 79 M8 378 21 378 21 M9 884 45 464 25 P10 − 38 − 38 P11 − 16 − 16 P12 − 30 − 30 P13 − 35 − 35