Answer Happy

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pre-timed signalized intersection approach has a constants demand as 790 veh/h and arrivals are Uniform throughout the cycle. At this approach, 40 seconds of effective red time in the 77 second signal cycle is allocated. If the proportion of the cycle with queue is 81%.. provide an analysis. of the intersection assuming D/D/1 queing by drawing of & departure to curive and find ( please use 4 digit after decimal) flow rate of this approach in ven/h (not in veh/30 a) Saturation vehicles arrived at no queue Zone ? в) ного many () Maximum Queue Length ? d) Average quend At delay vehicles per cycle?.