Technologist
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- Joined
- 29 May 2018
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- 467
Where are there places which would justify 3tph (or better) where such an acceleration rate would have a material impact on journey times?
For most people they would feel like their train is faster by not having to wait as long between services.
Most people want at least 2tph, however factor in some time for delays (it's not uncommon for a commuter to get the train that gets then to work at 08:29 even though they could get there at 08:59) especially if they have to change.
Typically passenger modeling assumes this delay to be half the gap in service provision.
That means that the "saving" from having a train service running at 3tph vs 2tph is 5 minutes. Even at maximum performance (1.3m/s2 from 0-360kph at each stop) that's not going to save as much as the more frequent service, unless there's more than 4 station stops.
However, most trains with more stops (i.e. typically those getting up to 100mph) are going to have higher acceleration rates (even the third rail 444's can do 1m/s2) which reduces the acceleration advantage.
As such that's a lot of engineering for not a lot of savings (basically none under normal conditions, as you shouldn't be timetabling for such tight margins).
Everywhere!
The long term vision is based on two technological changes:
1: Autonomous cars are going to change how we get around massively and do so well within the timescales of any rail plan set out today
2: Electric cars have essentially made extreme performance a negligible cost option (manufacturing costs for 300KW PM motors are less than £1k), this applies to electric rail vehicles.
So the vision would be this, every rail line becomes a metro where every station is a stop.
Every train is procured with the ability to accelerate at 1.3m/s2 with a knee velocity approaching its top operating speed. So comparing the class 444 is not as simple as comparing 1ms2 to 1.3ms2. The class 444 takes 2 minutes 34 seconds/4.5km to get to 100mph (unladen, without aero drag/friction, without any margins) our BEMU gets to 100mph in 34 seconds/800m (where we're going we don't worry about drag!). This also means we can potentially convert acceleration/deceleration into speed, trains can accelerate up to higher speeds between geometry which limits speed and modern signalling should facilitate this.
- We use our higher performance get every train to stop at every station without the end to end times suffering, in fact we might even improve them.
- We get rid of the mixed traffic so we can run more trains, every railway should be a walk up railway
- We rationalise how many stations we have, people living near a current infrequently served station will be able to get an autonomous car to a walk up railway service with a blazingly fast train and do the same at the other end.
- We develop the areas around the stops which now have faster and vastly more frequent rail services
- The revenue from land value up-lift is fed into improving track geometry to allow services to go faster
- The faster services extend the effective size of the UK largest urban areas thus allowing them to generate agglomeration economic gains - profit!

I asked AI to measure track radius and then propose max speeds based on this.

I then asked it to model how fast a train accelerating and decelerating at 1.3ms2 could get up to between corners.

The final map is a poor representation of the calculations it actually did, AI isn't good at drawing (it gave me a table of curves and distance between them). The parameters were a train that can accelerated and decelerated at 1.3ms2. However for safety I have set the braking point at 16 seconds of driver and control system operation at peak speed followed by an emergency brake at 1.8ms2 (regen plus + eddy current) before taking the corner at the speed limit. This results in an average braking speed of 0.9ms2. The other big effect of every train being a high speed stopping service is that it means every train goes at the same speed on every bit of the line, this means we can have high cant on the tracks and not worry about freight and slow services grinding in inner rail. This was a pretty big lever, on that track example there most of the corners could go from being 75-85mph turns flat to 100-110mph turns with 100mm of can plus 150mm deficiency.
We could also play with eddy current braking to get the normal service braking speed to 1.3ms2 passenger comfort level
| Scenario | Top Speed Achieved | Time for the section | Average Speed |
| Scenario 1 (Uncapped) | 224mph | 4:04 | 152.3mph |
| Scenario 2 (186mph Cap) | 186mph | 4:18 | 143.7mph |
| Scenario 3 (155mph Cap) | 155mph | 4:46 | 129.5mph |
| Scenario 4 (125mph Cap) | 125mph | 5:15 | 117.8mph |
One final caveat, this in no way suggests that the South Wales Mainline would have ever have enough traffic on it to justify 20 train per hour super BEMU services and the upgrades to track and intermittent electrification that would all need. But think about what that would do on the ECML!
== Doublepost prevention - post automatically merged: ==
1: How long have BEMU's been a prospective solution that a mainstream railway engineer would suggest?My point was rather that if using BEMUs would unlock much greater levels of acceleration, why haven't we seen any railway do so?
2: How many people who operate fully electrified services are thinking about using BEMUs to boost acceleration, most people are still thinking of BEMUs as slow and heavy?
I think with our legacy mixed traffic system the UK might be the place where high performance BEMUs will be the most transformational. It's very much a turbocharging of the APT solution, super train dumb track. However where the differences lie today are we have the signalling systems to make it happen and all the autonomous car tech is going to make them much cheaper soon.
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