Determine the total vehicle delay in the cycle

Reference no: EM131142218

The saturation flow rate for a pretimed signalized intersection approach is 1800 veh/h. The cycle length is 80 seconds. It is known that the arrival rate during the effective green is twice the arrival rate during the effective red. During one cycle, there are two vehicles in the queue at the beginning of the cycle (the beginning of the effective red) and there are eight vehicles in the queue at the end of the effective red (the beginning of the effective green).

If the queue clears exactly at the end of the effective green and D/D/1 queuing applies, determine the total vehicle delay in the cycle (in veh-s).

Reference no: EM131142218

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