I think this is now at the stage of being the most unrealisitic crayoned proposal we have ever seen on this forum, with a proposer who is the most allergic to challenge. And that is in a wide field of entries.
I have prepared an initial top 10 of questions that need answering.
But you said in one of your first posts (my bold):
So forgive me if I thought you were talking about today’s track and signalling.
It is, however, 40kph from the St Pancras bufferstops to the Camden Silo Curve. If a higher speed was possible, it would have been provided for when St Pancras was rebuilt, so we have to assume it is not possible. However, to get access to the domestic platforms as you propose does require the complete remodelling of the St Pancras throat.
Q1: What is your cost allowance for the complete replacement of all the track, signalling, overhead line and other assets in the St Pancras approaches? Include the compensation to Eurostar and Southeastern for loss of revenue.
As you now appear to be a track designer (or do I have that wrong?) you will have worked out what the cant and cant deficiency is on your rebuilt NLL and connections that allows this higher speed taking into account the maximum limits through S&C.
Q2: What cost allowance have you made for the complete rebuilding of track, signalling, overhead line and structures between the Silo curve and Primrose Hill, including a new station for Camden Road, and continued provision for freight to operate via Primrose Hill?
Q3: What are the results of the assessments you have made of the 80+ different technical and operational factors that have to be conducted when investigating the raising of linespeed? Horizontal alignment is just one of them.
Q4: What is your proposed solution if (when) it turns out that the previous studies (done by teams of professional engineers) that concluded rebuilding both the NLL tracks for GC gauge was impractical, is correct, and you can’t do the work without completely rebuilding the whole viaduct? What cost allowance have you made for this risk?
I’m very pleased to see you have accepted that there are 7tph Southeastern high speed services in the peak, albeit it took a couple of hundred posts and nearly two weeks, when a quick glance at the timetable on your phone would have taken you 30 seconds, and saved us all a lot of time. Your proposed solution of sending more HS2 trains to Ashford by turning more of them at St Pancras - potentially at 6 minute intervals - will simply not work reliably. The shortest regular repeated multi platform terminus turnrounds with 200m+ trains anywhere in this country are at 12 minute intervals, and that is with high density rolling stock on a commuter railway. Also sending the peak extras to Ashford is not enough - these peak extras are from and to places like Broadstairs, Faversham, Sandwich, Dover and Maidstone West.
Q5: On what basis have you decided that a repeated 7.5 minute (or 6 minute) departure to departure turnround is in any way practical or physically possible for 200m / 400m high speed rolling stock with intercity door arrangements and long distance passengers potentially with luggage etc? Note how long it takes any long distance train at Euston or Kings Cross to be empty of passengers from the moment it receives a proceed aspect on the home signal, and how long it takes to reload, depart, and then clear the fouling point for the platfrom line on departure. (I have studied this, at length, several times during my career).
You say “you see no demolition necessary…” apart from the top floor of a dentists. All previous studies have shown the need for land take and local disruption. Every other railway project of this nature that I can think of in an urban area has done so. Some of it will be permanent, some will be temporary - you simply can not rebuild a line through the middle of a busy urban area without having site compounds, offices, storage areas, parking, generators, and all that goes with a massive building site. In particular for this proposal, you have two TBMs to extract and you also propose to build a viaduct right through the middle of one of North London’s most important ready mixed concrete sites - one that is rail connected. (Indeed one that supplied the concrete that rebuilt much of St Pancras itself, and would be expected to supply the concrete for your proposal, except it can’t).
Q6: What cost allowance have you made for gaining the necessary consents to build and operate the new lines, including the legal processes, land purchase, and compensation to nearby affected property owners, businesses and residents who will be affected by the work and the end result?
Despite it being pointed out to you, repeatedly, that you cannot currently turn trains at Stratford International to/from the West, you keep suggesting it.
Q7: What is your proposed solution for turning trains at Stratford to/from the west, and what cost allowance have you made for this work to be done? If such an engineering solution is not reasonably practical, where do you intend to send the trains and what work is necessary for that to happen?
Q8: What is your proposed solution for the signalling of Javelin services on HS2, and HS2 services into St Pancras and onto HS1, and what cost allowance have you made for this? Currently, it is three different signalling systems (HS2 is ETCS L2 with ATO, HS1 from the London tunnels eastwards is TVM430, St Pancras area is KVB.)
Q9: What conclusion have you reached when assessing the capacity of the power supply on HS1 to accommodate the extended HS2 services, in particular the capacity of the local distribution around St Pancras to accommodate trains arriving and departing every minute or so. What cost allowance have you made for this?
Finally, you are suggesting sending internatonal services to OOC, and Javelins to Heathrow. The only practical solution to link HS2 to Heathrow would be to significantly expand the already finished Victoria Road crossover box, and bore tunnels from there to somewhere on the GWML in the Ealing area.
Q10: What cost allowances have you made for
a) the link between OOC and the GWML
b) extending the platforms at Heathrow to accept trains longer than 190 metres
c) Providing international border control and security at OOC.
That will do for now. I look forward to the answers.
I have prepared an initial top 10 of questions that need answering.
But we aren't talking about today's track or signalling.
But you said in one of your first posts (my bold):
1) The existing viaduct around Camden market is already 8.4m wide so it’s wide enough for a pair of GC gauge tracks. The work is just to replace bridge superstructures @ about £8 million each for 6 bridges ( Whaley bridge just got new superstructure for £5.1m ).
So forgive me if I thought you were talking about today’s track and signalling.
It is, however, 40kph from the St Pancras bufferstops to the Camden Silo Curve. If a higher speed was possible, it would have been provided for when St Pancras was rebuilt, so we have to assume it is not possible. However, to get access to the domestic platforms as you propose does require the complete remodelling of the St Pancras throat.
Q1: What is your cost allowance for the complete replacement of all the track, signalling, overhead line and other assets in the St Pancras approaches? Include the compensation to Eurostar and Southeastern for loss of revenue.
As you now appear to be a track designer (or do I have that wrong?) you will have worked out what the cant and cant deficiency is on your rebuilt NLL and connections that allows this higher speed taking into account the maximum limits through S&C.
Q2: What cost allowance have you made for the complete rebuilding of track, signalling, overhead line and structures between the Silo curve and Primrose Hill, including a new station for Camden Road, and continued provision for freight to operate via Primrose Hill?
Q3: What are the results of the assessments you have made of the 80+ different technical and operational factors that have to be conducted when investigating the raising of linespeed? Horizontal alignment is just one of them.
Q4: What is your proposed solution if (when) it turns out that the previous studies (done by teams of professional engineers) that concluded rebuilding both the NLL tracks for GC gauge was impractical, is correct, and you can’t do the work without completely rebuilding the whole viaduct? What cost allowance have you made for this risk?
I’m very pleased to see you have accepted that there are 7tph Southeastern high speed services in the peak, albeit it took a couple of hundred posts and nearly two weeks, when a quick glance at the timetable on your phone would have taken you 30 seconds, and saved us all a lot of time. Your proposed solution of sending more HS2 trains to Ashford by turning more of them at St Pancras - potentially at 6 minute intervals - will simply not work reliably. The shortest regular repeated multi platform terminus turnrounds with 200m+ trains anywhere in this country are at 12 minute intervals, and that is with high density rolling stock on a commuter railway. Also sending the peak extras to Ashford is not enough - these peak extras are from and to places like Broadstairs, Faversham, Sandwich, Dover and Maidstone West.
Q5: On what basis have you decided that a repeated 7.5 minute (or 6 minute) departure to departure turnround is in any way practical or physically possible for 200m / 400m high speed rolling stock with intercity door arrangements and long distance passengers potentially with luggage etc? Note how long it takes any long distance train at Euston or Kings Cross to be empty of passengers from the moment it receives a proceed aspect on the home signal, and how long it takes to reload, depart, and then clear the fouling point for the platfrom line on departure. (I have studied this, at length, several times during my career).
You say “you see no demolition necessary…” apart from the top floor of a dentists. All previous studies have shown the need for land take and local disruption. Every other railway project of this nature that I can think of in an urban area has done so. Some of it will be permanent, some will be temporary - you simply can not rebuild a line through the middle of a busy urban area without having site compounds, offices, storage areas, parking, generators, and all that goes with a massive building site. In particular for this proposal, you have two TBMs to extract and you also propose to build a viaduct right through the middle of one of North London’s most important ready mixed concrete sites - one that is rail connected. (Indeed one that supplied the concrete that rebuilt much of St Pancras itself, and would be expected to supply the concrete for your proposal, except it can’t).
Q6: What cost allowance have you made for gaining the necessary consents to build and operate the new lines, including the legal processes, land purchase, and compensation to nearby affected property owners, businesses and residents who will be affected by the work and the end result?
Despite it being pointed out to you, repeatedly, that you cannot currently turn trains at Stratford International to/from the West, you keep suggesting it.
Q7: What is your proposed solution for turning trains at Stratford to/from the west, and what cost allowance have you made for this work to be done? If such an engineering solution is not reasonably practical, where do you intend to send the trains and what work is necessary for that to happen?
Q8: What is your proposed solution for the signalling of Javelin services on HS2, and HS2 services into St Pancras and onto HS1, and what cost allowance have you made for this? Currently, it is three different signalling systems (HS2 is ETCS L2 with ATO, HS1 from the London tunnels eastwards is TVM430, St Pancras area is KVB.)
Q9: What conclusion have you reached when assessing the capacity of the power supply on HS1 to accommodate the extended HS2 services, in particular the capacity of the local distribution around St Pancras to accommodate trains arriving and departing every minute or so. What cost allowance have you made for this?
Finally, you are suggesting sending internatonal services to OOC, and Javelins to Heathrow. The only practical solution to link HS2 to Heathrow would be to significantly expand the already finished Victoria Road crossover box, and bore tunnels from there to somewhere on the GWML in the Ealing area.
Q10: What cost allowances have you made for
a) the link between OOC and the GWML
b) extending the platforms at Heathrow to accept trains longer than 190 metres
c) Providing international border control and security at OOC.
That will do for now. I look forward to the answers.
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