What's going to be happening with the smaller bore, as it's left after the work?
Also, can anyone offer a rough summary of current linespeed between Salford and Bolton? Most current stock being limited to 75 and all...
The smaller bore is going to be used for cabling.
Apologies for the thread drift, but would a similar tunnelling solution be viable for finally sorting out the situation on the Hastings line? Admittedly there are several that would need doing, but even just doing the Somerhill tunnel (375m) would remove the constraint for the services that terminate at Tunbridge Wells...
Apologies for the thread drift, but would a similar tunnelling solution be viable for finally sorting out the situation on the Hastings line? Admittedly there are several that would need doing, but even just doing the Somerhill tunnel (375m) would remove the constraint for the services that terminate at Tunbridge Wells...
Great question - spread the cost do 1 tunnel per year.
Bolton-Burnden Junction 40mph. Rises to 60mph to roughly half way between Moses Gate and Farnworth where it rises to 75mph before falling to 50mph on the Salford Crescent avoiding line (25mph to platform).
Down platform through Crescent is 50mph falling to 40mph for the curve then rising to 75mph. Falls to 50mph through Farnworth tunnel, rises to 60mph at the exit and falls to 40mph at Burnden junction.
Problem is, those tunnels have already been singled, so the single line working being used at Farnworth isn't an option. It'd be fine once the work was done, but far more disruptive whilst the work is carried out!
Is the planned 100mph going to be pretty consistent between Salford and Bolton?
Not funded yet, so it stays at 75mph until it is ...
Are the single lines on the Hastings line enough of a limitation to warrant the huge cost and disruption of opening out the tunnels?
This is getting very confusing. Can we stick to talking about the Farnworth tunnels?
In the Network Rail video about the works posted earlier the consultant never mentioned the linespeed upgrade being subject to funding. He seemed to be saying it was going to happen along with the wiring and the new footbridge.
If you are going to take me to task about Farnworth station to Bolton 100mph, very little of it will be even if it is funded, since the 20mph at the north end of Bolton will always be there.
Is that 20 the best that (certainly very sharp) curve will allow, or is it 20 because it always has been?
The plan for weekday services during the closure will be a standard hourly pattern of:
1tph Preston-Hazel Grove
1tph Blackpool North-Victoria
1tph Clitheroe-Victoria
At peak times only TPE will run services between Preston and the Airport via Bolton apparently using 6 carriage formations. There seems to be conflicting information about whether or not TPE will operate off-peak services.
Southport-Airport services will be diverted via Atherton.
Kirkby-Victoria services will instead run to Bolton calling at Westhoughton.
I suspect that whatever happens there will be significant capacity problems at all times - although especially in the peaks on the Bolton corridor.
Line will be closed at weekends so Saturday evening services will only struggle with capacity not enough buses ordered, although usually on bus replacements supply usually exceeds demand.
It will, theoretically stand 25mph if it were completely relayed in CWR and remodelled to remove the S&C; the cant and deficiency would be on the limit and all for very little gain.
Thanks for that -- it must be one really small-radius curve if the best possible (with 150 mm + 130 mm deficiency, I assume) is only 25!
Not funded yet, so it stays at 75mph until it is ...
How do they work out how fast a train can go round a sharp curve? They clearly can't practice on a real curve in case it comes off the rails and causes damage, but are there test tracks where driver-less trains are tested at various speeds until they come off the rails, and set the limit a few % under that??
I suppose these days it's all done by computers and virtual trains, which would be apt for round here as yesterday we virtually had a train.
Doesn't work like that, for one you're can't transitions would have to be massive and you can't have over 80 or 90mm of can't in a platform. Also there's S&C there which would get in the way.
Laws of physics. The standard defines the maximum lateral acceleration that is comfortable for passengers, which incidentally is a lot less than the fastest the train could go without overturning. From that it's easy to work out the maximum speed for a particular radius and cant. The track engineer then chooses how much cant should be applied based on things like keeping the buildup of cant within limits and minimising rail wear when trains pass at a mixture of speeds.
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I think your predictive text can't distinguish "can't" from "cant"...