I hope I have made this clear. Someone on here can probably explain it better.
Your explanation seems clear to me.
Last edited:
I hope I have made this clear. Someone on here can probably explain it better.
Your explanation seems clear to me.
Headspan design was cheaper than portal to allow more electrification at less cost. The problem is that the headspan wires move in high winds or when two pantographs pass a headspan simultaneous causing it to oscillate quite markedly. This in turn allows the contact wire to move upwards but also sideways beyond the pantograph width in a waveform until the pan is above the wire and pulls everything down at the next headspan. Portal structures do not alloy this oscillation by holding the catenary and contact wires at each support. I think you will find that dewirement on two track headspans is almost unheard of as the headspan wire is shorter and doesn't move to the extent of a four track headspan wire moves thus reducing the amount the contact wire is allowed to move.
Dewirement on the ECML is common because electrification here was done on the cheap so the distance between headspans was increased to save money. Had they been installed closer together reducing span length of suspended contact wire then deviation would have been less and dewirement would be very much reduced. Supports at Rainhill appear to be closer together than ECML so should be ok. I hope I have made this clear. Someone on here can probably explain it better.
Some other advantages of portal structures not mentioned
/ Smaller foundations would be required. With a portal structure the only load on the foudations is a a vertical load with little or no side thrust. With a headspan structure there is a massive side thrust on the poles requiring more massive foudations. This would also meam that the poles would have to be stronger to cope with this load.
/ Height. With a headspan structure the poles have to be high enough to allow for the drop of the headspan suspension wires and the insulator above the caternary suspension wire. With a portal structure the portal bar need only just be higher than the catenary suspension wire, and I have seen it done where the the suspension wire goes over the top of bar, supprted on pin insulators on the top. This massivly reduces the visual inpact.
Some other advantages of portal structures not mentioned
/ Smaller foundations would be required. With a portal structure the only load on the foudations is a a vertical load with little or no side thrust. With a headspan structure there is a massive side thrust on the poles requiring more massive foudations. This would also meam that the poles would have to be stronger to cope with this load.
/ Height. With a headspan structure the poles have to be high enough to allow for the drop of the headspan suspension wires and the insulator above the caternary suspension wire. With a portal structure the portal bar need only just be higher than the catenary suspension wire, and I have seen it done where the the suspension wire goes over the top of bar, supprted on pin insulators on the top. This massivly reduces the visual inpact.
I hope I have made this clear. Someone on here can probably explain it better.
A bit more news from a trip today (Mon 10 Nov):
I had an outing to the Earlestown area today.
But lessons aren't learnt that way and money goes away leaving less to invest in the rest of the network.
The September update to the CP5 Delivery Plan has been published:
http://www.networkrail.co.uk/cp5-delivery-plan/cp5-enhancements-delivery-plan.pdf
There are changes to the scope and text of the North of England Program, but the most significant changes are to the details in the milestones table.
--- old post above --- --- new post below ---
The principle is to remove under-performers, not to under-resource the team; there appears to be sufficient evidence to suggest that non-performance in the planning has been part of the problem with this particular project and thus the make-up of the team would likely be reviewed, if indeed this has not already happened.
The September update to the CP5 Delivery Plan has been published:
http://www.networkrail.co.uk/cp5-delivery-plan/cp5-enhancements-delivery-plan.pdf
Well spotted.
So they are still going to complete Edge Hill-Earlestown/Springs Branch on time in December? I think not.
Ordsall Lane-Victoria now April 2015.
No change to later phases either, except Blackpool now Feb 2017.
I wouldn't like to be the manager reporting progress at their project reviews...
I think that was already in the June update.No change to later phases either, except Blackpool now Feb 2017.
How many platforms are used routinely? I imagine some are only used at summer weekends, by trains that have come by routes not currently planned for electrification? I would imagine six wired will be ample for the next ten years.Speaking of Blackpool North, it has eight platforms yet they only plan to provide overhead wires to six of these? Why?
"Preston Fylde Junction – Blackpool North (including platforms 1 to 6); "
How many platforms are used routinely? I imagine some are only used at summer weekends, by trains that have come by routes not currently planned for electrification?
Well spotted.
So they are still going to complete Edge Hill-Earlestown/Springs Branch on time in December? I think not.
Ordsall Lane-Victoria now April 2015.
No change to later phases either, except Blackpool now Feb 2017.
I wouldn't like to be the manager reporting progress at their project reviews...
What does the abbreviation JTI mean, that occurs several times in the CP5 plan? For example, "Rochdale capacity and Calder Valley JTI"?
Edit: never mind, I think it's journey time improvements.
Summer weekends? No difference to a winter weekend now. The planned 6 platforms will be more than capable of serving the current services and would probably be able to cater for double teh current services, if not more.
Well, it appears that return wiring is now on the down line (going east) through St Helens Junction.
Foundation works on Carr Mill will be commencing this coming week.
--- old post above --- --- new post below ---
M57 motorway will have road closures in place tommorow evening whilst works are carried out also.
Foundation works on Carr Mill will be commencing this coming week.
--- old post above --- --- new post below ---
M57 motorway will have road closures in place tommorow evening whilst works are carried out also.
Just when you thought all the Listed Building Consent Alteration docs were done-and-dusted, here's another one for the footbridge at Earlestown Station -
http://llpgport.oltps.sthelens.gov.uk/portal/servlets/ApplicationSearchServlet?PKID=101700
...and look when the public consultation date ends - 4th Dec !