My point was that side platform terminal stations have shorter crossovers that require less time for the trains to go through them, and a train using the crossover is less likely to block an arriving or departing train. Also, placing the crossovers beyond the station is required so that one side is for loading and the other is for unloading.
But that's a completely and totally different scenario, and not one that you can retrofit into an existing situation. Which is what a lot of the existing conversation has been about thus far.
Couldn't you improve throughput with the crossover or crossover and pocket setup past the terminal station with step-back crewing?
My rough thought on how this would work for a single train is:
- Train pulls in to it's right side track at terminal station
- The next operator gets on the train at the terminal station
- Train pulls into an empty tail track
- New operator immediately takes over from initial operator
- Train pulls out into the opposite track from step 1
- Initial operator disembarks.
- Train leaves the station
To me it seems like if you tried to pull off something similar with a crossover before the station, every time a train leaves the station via the crossover it would block the incoming track with its movements. With the above, incoming trains can still hit the platform while the train is being reversed in the tail track once they clear the switch(es) past the terminal station.
I'll admit, I have no idea how long step 4 would take for 2 operators to do the handover, but I'm assuming one would optimize the tail track infrastructure to increase train storage past the terminal to allow for an efficient operation. Is there some kind of signal issue where a train in the tail tracks somehow impacts any train coming behind it?
That is already done today to a degree, and is why the Yonge Subway is scheduled to be so frequent at rush hours. In fact, prior to the first lockdown the TTC was using a double-step-back during the morning rush hours - the crew would step off of the first train, and then take over the third train, giving them a bit of an extra break and helping build a bit more resiliancy back into the schedule. And none of it takes into account the physical limitations of the trackwork and signal system, which are the actual factors determining the minimum headways that the system is capable of.
The steps you are missing are:
- the amount of time the train occupies the interlocking plant in the first direction.
- the amount of time the signal system takes to detect that the interlocking plant is clear, and can then unlock the switches
- the amount of time for the points to move
- the amount of time for the signal system to lock the switches
- the amount of time for the signal system to determine that the routing beyond the interlocking is clear, and for how far
- the amount of time the train occupies the interlocking plant in the second direction
- the amount of time the signal system takes to detect that the interlocking plant is clear, and can then unlock the switches
Of these, the most critical steps - and the ones that are the most variable depending on the configuration of the trackwork - are the steps involving the trains actually traversing the crossovers and thus the amount of time that any single train occupies the interlocking. The other steps do take seconds, and while there is a bit of variability from signal system-to-signal system, by and large they all happen quick enough to not be a major factor.
Dan