Traffic Flow Theory III

[@Chamindu_V]

Nice content

[@faridethr6119]

Thanks 👍

[@Szhihihihihihi]

Thanks !

[@yugimotobutjacked3231]

Oh come on Robert. We need traffic videos. See if you can make a functional traffic system in CS1, or CS2. (Popular city builder game it's sequel, hard to say which game is better. CS started as a group of mad devs who quit the Sim City Games. They quickly sold out to shareholders and became everything they hated. Still best city dev games.

[@AlbertVSCAT]

Hello Robert! In minute 10 you say that Q(t), the vertical distance between the A(t) and the D(t) is the number of customers in the queue in that time. But I would say this is wrong. Q(t) is the number of customers in the system, so it can happen that there are two customers in the system, but one in the server and the other in the queue. So Q(t) isn't necessarily the number of customers in the queue. Best wishes!

[@RobertLBertini]

Example 5.7 solution: total delay 2400 veh*min, average delay 10 veh*min, maximum queue 80 veh, maximum delay 20 min.

[@MichaelDreksler]

The answer to 5.16 doesn't look right as the red area hasn't been calculated to include the bit below the skinny triangle