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Capacity was calculated by considering the interactions between conflict streams and occupation time of each vehicle of the stream occuping the conflict area.
The occupation time formula takes the following form.
Auto-rickshaws have less occupation time at Intersection B. The aggressive behavior and poorer queue discipline of drivers reduce the occupation time.
These conditions have high impact on the occupation time of vehicles at unsignalized intersections.
However, occupation time does not depend much on the type of vehicles.
Auto-rickshaws have less occupation time at Intersection A among major vehicles.
The relationship was obtained between the occupation time and the critical gap.
These turning vehicles experience more delay and also, need more occupation time compared to remaining movements.
On average, minor RT vehicles have higher occupation time than major RT vehicles.
Models revealed that with an increase in the conflicting flow rate, the occupation time increases significantly.
The collision rate depends on the channel occupation time (or duty cycle) of the devices.
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