Adrian1980uk
Member
- Joined
- 24 May 2016
- Messages
- 490
What do we reckon is the max number of tph over that 100m section... lots of people talk about it as a pinch point and it is but that short distance is it really a big issue
The comparatively low speed in the area (40mph) also makes it an issue as the transit time for that "short" section is surprisingly long!What do we reckon is the max number of tph over that 100m section... lots of people talk about it as a pinch point and it is but that short distance is it really a big issue
For my it's blindingly obvious: No matter how clever or sparse the timetable is, if an inbound train is late it may conflict with a departure. So do you hold the inbound train and make it later still? (perhaps jeopardising connections and adding maybe an hour to some people's journeys...)What do we reckon is the max number of tph over that 100m section... lots of people talk about it as a pinch point and it is but that short distance is it really a big issue?
Usually better to hold the inbound train in my opinion. It will have some time in the terminus which will probably be enough to recover delay, whereas the outbound train will definitely be late.For my it's blindingly obvious: No matter how clever or sparse the timetable is, if an inbound train is late it may conflict with a departure. So do you hold the inbound train and make it later still? (perhaps jeopardising connections and adding maybe an hour to some people's journeys...)
Or do you let it in - but then your departure is delayed, which might have repercussions across the network?
This is why single-lead junctions were a false economy, to say nothing about the safety risk. If only accountants hadn't been invented! They can't put a value on resilience but they think they know the cost of everything!
That may be a legitimate answer for an operator, but unfortunately it can often be the wrong one for a passenger who was expecting to make a connection. Which is why any "capacity enhancement" fund (when we get one) should also undo silly rationalisations like this, besides addressing other resilience issues too.Usually better to hold the inbound train in my opinion. It will have some time in the terminus which will probably be enough to recover delay, whereas the outbound train will definitely be late.
Usually better to hold the inbound train in my opinion. It will have some time in the terminus which will probably be enough to recover delay, whereas the outbound train will definitely be late.
I've never really understood the cost saving claimed for single lead junctions, at least where there is room for a "ladder" junction without a diamond. Both have four sets of points so it seems to me the only saving is a hundred metres or so of plain line. And junctions are precisely where most capacity is needed, which usually happens when trains to and from the same route are timetabled to pass each other on the junction.
Down IC takes pref over Up IC (up to 12 late from Diss)
Clearly its logical to hold the inbound and ideally a 2 track swing bridge would be much more resilient.. I fear the cost will make it just a pipe dream.
The added Norwich in 90 services compound this a bit come May, at around 09:00 there will be 4 consecutive trains at almost minimum headways over the bridge.
WTT pass London Liverpool Street 1P06 LE Norwich 0854
WTT pass Norwich 1R74 EM Liverpool Lime Street 0857
WTT pass Norwich 9P91 LE London Liverpool Street 0901
WTT pass Norwich 1P23 LE London Liverpool Street 0904
Which is why (along with the safety issue - Bellgrove) they went out of fashion. Not sure when the last was installed (apart from Newton in 1990-ish?).I've never really understood the cost saving claimed for single lead junctions, at least where there is room for a "ladder" junction without a diamond. Both have four sets of points so it seems to me the only saving is a hundred metres or so of plain line. And junctions are precisely where most capacity is needed, which usually happens when trains to and from the same route are timetabled to pass each other on the junction.
Indeed. I'm more questioning why so many were installed in the first place.Which is why (along with the safety issue - Bellgrove) they went out of fashion. Not sure when the last was installed (apart from Newton in 1990-ish?).
Golborne junction on (& off) the WCML from the main Liverpool - Manchester line is single-lead & wasn't done very long ago. I could hardly believe it when I saw it. http://www.opentraintimes.com/maps/signalling/warrington#LINK_1Which is why (along with the safety issue - Bellgrove) they went out of fashion. Not sure when the last was installed (apart from Newton in 1990-ish?).
Pretty sure it's been like that since the re-signalling in the 70s. It was relaied a few years back but I think that was like for like.Golborne junction on (& off) the WCML from the main Liverpool - Manchester line is single-lead & wasn't done very long ago. I could hardly believe it when I saw it. http://www.opentraintimes.com/maps/signalling/warrington#LINK_1
20 (total of both directions) probably isn't continuously achievable in practice because if a train is delayed there is no opportunity to recover. But 6 or 7 is probably OK. I read on here somewhere there was a strategy document for GEML which said there were much bigger problems than Trowse.So capacity of 20 tph would be plenty for the foreseeable future as were talking 6 or 7 but I guess at peak times it could be an issue
swung for a boat ! LOLBut if it needed to be swung for a boat that would make a big hole in that 20 tph.
Planning headway is 3 mins as others have said. Therefore capacity is 20tph. However I’ve been in Trowse ‘box and seen trains across it, in opposite directions, with headways of less than 2 minutes.
Would not like to see it any less than 3 mins, it's tight enough now with the 1Rxx at 57min dep, and the 1Pxx dep at 00. when Ni90 starts we are sure that the train following the 9Pxx will get a signal check at CO546 at Lakenham, although 1P23 is allowed more time to Trowse from the Station.Only 20tph if all 20 trains are going in the same direction, and they would have to alternate coming from Thetford and Diss on the down, which I’d suggest is unlikely .
It takes just over half a minute to occupy the single line over the swing bridge at linespeed of 30mph. Add time to reset the route you would call this one minute in total. Using the planning rules running an up train then a down train alternately therefore reduces this theoretical capacity to:
00-01 up, 04-05 dn, 08-09 up, 12-13 dn, 16-17 up, 20-21 dn etc.
That’s a total of 15tph, but on a 60 minute clock face pattern rather than 30 minutes. Flighting trains improves that slightly. A three minute junction margin at the London end seems reasonable, but could possibly be reduced at the Norwich end of the bridge depending on how tight you wish to plan the timetable. However for some reason there is not much appetite for tightening timetable planning rules at the moment. You can get a train off the Thetford line closer to the bridge if you run an up London train over the down line to Lakenham, but that takes about half a minute longer to get to Diss then. Norwich in 90.5 hasn’t got the same ring to it.
Would not like to see it any less than 3 mins, it's tight enough now with the 1Rxx at 57min dep, and the 1Pxx dep at 00. when Ni90 starts we are sure that the train following the 9Pxx will get a signal check at CO546 at Lakenham, although 1P23 is allowed more time to Trowse from the Station.
Quite agree, was only going on Bald Rick’s observations. A check at CO546 would kill any chance of making Diss on time. Perhaps 1P23 should start at 09.04, providing it can still get through Witham ahead of the up Braintree. Incidentally have you noticed 1P23 loses the Manningtree call, with the Harwich branch unit running to Colchester to maintain a connection?
Was the second one checked by signals on the approach?I’m not suggesting no thst capacity actually should be 20tph, but that in theory it could be.
@swills, as mentioned above I’ve seen trains in opposite directions in under 2 minutes from
Trowse Box - an EMT ex Thetford, with a London coming the other way. The stars were aligned obviously. (And I got to swing the bridge )
There is quite a good documentary either in the East Anglian Film Archive, or the BFI made by Anglia TV about the Electrification of the GEML Norwich to Colchester, shows the bridge being demolished, some scary work by the OHL dept putting up wires, and a quick view of Colchester PSB, seemingly a LOT quieter in those days
EAFA also have a film about 'THE ANGLIAN' in the 80's from Yarmouth to Liverpool Street.