Backroom_boy
Member
I could see doubledecker trains on the Eurostar services. Isn't it already cleared gauging wise for the route?
Yes, HS1 is designed to the same standards as the French LGV network, so not a problemI could see doubledecker trains on the Eurostar services. Isn't it already cleared gauging wise for the route?
The issue for Eurostar running double deck trains would be meeting the evacuation requirements in the tunnel. It's certainly not insurmountable, but it is another barrier to clear.I could see doubledecker trains on the Eurostar services. Isn't it already cleared gauging wise for the route?
I believe that the clearance for the 26m long class 8xx stock is the same as for MK111 23m stock. This is achieved by insetting the bogie centres to:Is that really true? I am sure there must be routes that are not accessible to 26m long IET stock due to platform curvature clearances.
That's not the same as what was suggested, which was that new stock must be able to access 101% of the network.I believe that the clearance for the 26m long class 8xx stock is the same as for MK111 23m stock. This is achieved by insetting the bogie centres to:
maintain a similar inswing at the centre of the cars. the additional outthrow at the ends is reduced by the cars having a tapered profilethe overall width of the cars is slightly reducedBy these means, the routes permitted for the class 8xx stock is very similar that for the MK111 profile.
Because all stock, irresp' of propulsion, must be capable of being hauled on 101% of UK's infrastructure inc' non-electrified track with its neat fitting arch bridges & tunnels.
I think you've missed my point. I'm asking why BEMUs need to completely rethink acceleration rates when existing trains already achieve extremely good performance that results in competitive journeys. See reports abound of 80Xs running into problems overspeeding because the acceleration is massively more than legacy stock. Why do we need to completely redraw the curves when we could simply design BEMUs to achieve the 80x or 700 power outputs?
I'm a big advocate of BEMUs being a fundamental part of the long-term railway low-carbon solution. I'm not advocating against BEMUs at all.
Are they not creating any obstruction while they decelerate and during the time they are stopped?If all trains can accelerate very rapidly stopping trains cease to be obstructions
They really don't. Acceleration isn't that big a deal on trains which run medium to long distances, it doesn't save that much time. 1.3 m/s2 (constant) gets you to 125mph about 1.5 minutes quicker than accelerating at half that rate, which is about what 800s manage on electric power. Even XC journeys only stop every 20 minutes so you might save 3 minutes an hour. Game changingIf all trains can accelerate very rapidly stopping trains cease to be obstructions and thus we can run far more lines like metros vastly improving user experience. Not running mixed traffic also means that line speeds can be increased and rapid acceleration means that you can hit those line speeds.
They really don't. Acceleration isn't that big a deal on trains which run medium to long distances, it doesn't save that much time. 1.3 m/s2 (constant) gets you to 125mph about 1.5 minutes quicker than accelerating at half that rate, which is about what 800s manage on electric power. Even XC journeys only stop every 20 minutes so you might save 3 minutes an hour. Game changing
You spend the three minutes an hour adding extra stops.They really don't. Acceleration isn't that big a deal on trains which run medium to long distances, it doesn't save that much time. 1.3 m/s2 (constant) gets you to 125mph about 1.5 minutes quicker than accelerating at half that rate, which is about what 800s manage on electric power. Even XC journeys only stop every 20 minutes so you might save 3 minutes an hour. Game changing
Another modern Stadler train, Merseyrail's cl.777, is far more powerful than the cl.50x units they replace. Car weight is also reduced significantly with the articulated bogie configuration.While I absolutely see the benefits of faster acceleration, and 1.3 m/s is absolutely realistic on the mainline railway network, because some trains already do it, I wonder what any of this has to do with the, for the UK terrible idea of double-deck trains?
Back to acceleration, the UK FLIRTs have these acceleration speeds provided by Stadler, though I have no clue how these develop through the curve:
On AC power:
On diesel power:
- 755/3: 1.3 m/s2 (4.3 ft/s2)
- 755/4: 1.1 m/s2 (3.6 ft/s2)
- 745: 0.9 m/s2 (3.0 ft/s2)
- 756: 1.1 m/s2 (3.6 ft/s2)
- 755/3: 0.7 m/s2 (2.3 ft/s2)
- 755/4: 0.9 m/s2 (3.0 ft/s2)
- 231: 0.9 m/s2 (3.0 ft/s2)
Unit Class | No. of Cars | Total Power (kw) | Total Weight (t) | kw/car | ~t/car | kw/t |
507/508 | 3 | 656 | 105.00 | 218.67 | 35.00 | 6.25 |
777 | 4 | 2100 | 99.00 | 525.00 | 24.75 | 21.21 |
Wider is very hard because of platforms and other lineside structures.Wider wouldn't be hard by, as you say, removing tracks on 4-track sections.
Wider is very hard because of platforms and other lineside structures.
Well reduction in number of tracks also aids height in some cases, for example all our arched bridges.Height is the main constraint. Wider wouldn't be hard by, as you say, removing tracks on 4-track sections. But RIC stock isn't that much wider than UK profile anyway (albeit with the platform protrusion issue) but it is much higher. UK loading gauge is lower than a double decker bus.
Also, could STP's passenger lounges cope with even more people on a single service?The issue for Eurostar running double deck trains would be meeting the evacuation requirements in the tunnel. It's certainly not insurmountable, but it is another barrier to clear.
This technique gained space in tunnels of the Tonbridge - Hastings line to overcome especially narrow historic loading gauge due to original substandard construction requiring an extra lining. They only singled the higher speed tunnels though. Either side of Tunbridge Wells, they kept double track with a low speed restriction applied and concrete slab instead of ballast and sleepers was used in tunnels to limit the dynamic envelope (mainly how much cars can swing side to side in motion) and reduce the risk of any track movement.Well reduction in number of tracks also aids height in some cases, for example all our arched bridges.
If you have a four track railway with two two-track arch bridge spans, going to four tracks would allow the track to move into the centre of the arch, which will get you a non-negligible amount of height as well as width.
SImilar idea in existing twin track tunnel bores.
What happens when we hit the limits of frequency (set by timetable limitations and physical infrastructure) and train length (set by the same infrastructure).changing the loading gauge in such a significant way, whether for widening or for heightening, would be really expensive, involve very disruptive infrastructure works, and, as far as I can tell, simply would not be worth it.
Best to just accept that double-deck trains won't happen outside HS1 and maybe HS2, and instead increase frequencies or extend train length.
You meant to write going to two tracks presumably? Academic though, because I just don’t see anyone seriously proposing converting any of the existing four track railway sections to two track.Well reduction in number of tracks also aids height in some cases, for example all our arched bridges.
If you have a four track railway with two two-track arch bridge spans, going to four tracks would allow the track to move into the centre of the arch, which will get you a non-negligible amount of height as well as width.
The few lines where this is likely to occur can be resolved by building new lines, for example HS2, built to a larger loading gauge from the start. The amount of work needed to increase the loading gauge is effectively a complete rebuilt anyway, and if you're doing things like turning 4-track railways into 2-track railways you are then decreasing capacity again.What happens when we hit the limits of frequency (set by timetable limitations and physical infrastructure) and train length (set by the same infrastructure).
Trying to boost train lengths on many routes today is going to be just as disruptive as a total reconstruction to a new loading gauge.
I'm struggling to think of anywhere that would justify rebuilding for double-decker trains yet have sufficient capacity to remove tracks. There are isolated locations where tracks have already been reused and the spare trackbed could be reused, but I don't think any of them would extend as far as necessary to provide double-deck clearances throughout.It's much easier than higher if you're willing to lose tracks.
I'm struggling to think of anywhere that would justify rebuilding for double-decker trains yet have sufficient capacity to remove tracks. There are isolated locations where tracks have already been reused and the spare trackbed could be reused, but I don't think any of them would extend as far as necessary to provide double-deck clearances throughout.
The other big issue, as mentioned, is with platforms. In particular, platforms built to the minimum width for UK profile would need to have an equivalent space moved backwards (or derogation from the standards approved) to allow the requisite width shaved off the rail side of the platform edge. This is going to be a huge problem at most major stations, if not all and plenty of smaller stations besides. UIC gauge isn't massively wider, but if it's foul, it's foul.
But in the UK this would be optimistic since you'd end up reducing capacity by having to move undercarriage equipment around to accommodate a lower floor, and cause of the more restrictive loading gauge you'd also end up with 2+1 seating on the top deck (like on the conceptual AeroLiner 300). Aesthetically the train looks nice, but it also looks really cramped, and passengers most certainly don't want to be crammed in like a tin of sardines.
Oops, yes sorry.You meant to write going to two tracks presumably? Academic though, because I just don’t see anyone seriously proposing converting any of the existing four track railway sections to two track.
BR W6 is 3.965m above rail level, UIC GA/GB/GB+ is 4.320m above Rail level. It's not impossible that with a very low floor and accepting low-ish ceiling heights of 2m-1.8m you could fit 2 full decks in the UK. It wouldn't be worth it at all but that's a different kettle of fish.It's kind of moot really because without an extra two feet or so of height it's simply not feasible. The height above railhead of UK loading gauge is less than that of a double decker bus.
BR W6 is 3.965m above rail level, UIC GA/GB/GB+ is 4.320m above Rail level. It's not impossible that with a very low floor and accepting low-ish ceiling heights of 2m-1.8m you could fit 2 full decks in the UK. It wouldn't be worth it at all but that's a different kettle of fish.