An Open Access Journal
Relevant indices | Change range and step length | Setting remarks |
---|---|---|
Vehicle arrival rates | Change range: 250 pcu/h-750 pcu/h; Step length: 10 pcu/h. | (1) Under-saturated intersection is considered the research object. (2) Vehicle arrival rates in the range of 250–750 pcu/h can cover most of the variation range of vehicle arrival rates at urban intersections. (3) Signal cycle in the range of 30–200 s can cover most of the variation range of signal cycles at urban intersections. (4) Small simulation step length can cover almost all traffic situations; a large number of simulation data can ensure the accuracy of the model. |
Signal cycle | Change range: 30 s–200 s; Step length: 5 s. | |
Green signal ratio | Upper bound: 0.8; Lower bound: determined according to saturation of the intersection approach less than 0.9; Step length: 0.05. |