Jump to content
Users will currently see a stripped down version of the site until an advertising issue is fixed. If you are seeing any suspect adverts please go to the bottom of the page and click on Themes and select IPS Default. ×
RMweb
 

Folkestone-Dover sea wall wash-out


Recommended Posts

"Once the works are completed a new footbridge will be installed, for access to the beach. This too, will be a lasting erection.."

 

The footbridge will be made from Viagra?????? 

Edited by jukebox
Link to comment
Share on other sites

  • RMweb Premium

The piles and concrete raft sort out the trackbed, is there any news on the seawall foundations which once exposed caused the original trouble.As to the timescales. I would suggest one pile per working day so that's 20 weeks plus the time to cast the raft and any crossbeams so 9 months sounds about right.Jamie

Nothing on the Dover Marinas site about the seawall, though it has been mentioned on other forums regarding the changes in Longshore drift of shingle since Samphire Hoe was built.

 

Don't know if the new construction could be left "open plan" for the sea to wash under like a viaduct / bridge and the old sea wall left as a sacrificial barrier ?

  • Like 2
Link to comment
Share on other sites

  • RMweb Premium

Extract, from Nigels F/B

 

 a lasting erection 

 

 

First piles now this!!!  ;)  

 

I do enjoy engineering jargon though.  "Arisings" being the dirt brought up from the hole and "mucked away" is nothing more than the dirt being removed.  As a geology graduate we encountered other such words.  What many people call "lava" from a volcano is actually comprised of much more than just the lave - usually ash, steam, smoke and noxious gases - the sum total of which is called "ejectamenta"

 

Flip to down-under mode for a moment and bear with me.  My suburban rail line is having three level crossings removed currently as part of a program to eliminate fifty network-wide.  Because the sites are mid-suburban locations with not one additional centimetre of footprint available the technique is to construct a wall of deep piles using exactly the method to be employed at Shakespeare Cliff.  Here they are dug, filled with the cage and concrete and the next then dug quite literally touching the first to form a solid wall.  Road bridge structures are also pre-installed using similar techniques and the future deck has train track temporarily laid across the top.  Once this is all built the railway can then be closed and the track bed dug out (during a nine week shut-down in June and July) to the lower level with the major structures in place and only requiring finishing.  There's not a lot of noise.  There is low-level vibration during piling but the machines - every bit as big as those at Dover - are very quiet in operation.

  • Like 2
Link to comment
Share on other sites

"Approximately 25 cubic metres of arisings from each pile will be mucked away from site using engineering trains."

 

I think that may explain this work:

 

post-8688-0-36807700-1459382822_thumb.jpg

 

It could be a bay for site tipping trucks to haul the spoil and stockpile a train's worth, ready to be loaded out.  The concrete barriers would keep the muck in one spot on site.

  • Like 2
Link to comment
Share on other sites

Timescales ?

 

Would that be ?

 

Round the clock working,

3x 8 hour shifts.

2 X 8 hour shifts

or

1, 8 hour day shift.

 

If,the upper part of the new footbridge is to be made of, glass reenforced plastics, it will be soon encrusted with seawater,salt deposits,

And render it useless, as a photographic platform, self cleaning outer skin could be an option.

Link to comment
Share on other sites

"Approximately 25 cubic metres of arisings from each pile will be mucked away from site using engineering trains."

 

 

I think that may explain this work:

 

attachicon.gifSump.jpg

 

It could be a bay for site tipping trucks to haul the spoil and stockpile a train's worth, ready to be loaded out.  The concrete barriers would keep the muck in one spot on site.

Using Realtrains data app. up to the 7th April, there are no booked engineers trains listed.

Link to comment
Share on other sites

  • RMweb Gold

"Approximately 25 cubic metres of arisings from each pile will be mucked away from site using engineering trains."

 

I think that may explain this work:

 

attachicon.gifSump.jpg

 

It could be a bay for site tipping trucks to haul the spoil and stockpile a train's worth, ready to be loaded out.  The concrete barriers would keep the muck in one spot on site.

 

But not very well sited for loading a train (in fact next to useless as it would only give access to a handful of wagons).  To enable a sensible loading situation - with, ideally, a couple of machines working - that area is far too short and relatively narrow and it's also lower than the surrounding ground and the railway.  Best loading is from wagon rave height as the operator can not only see where he is loading into the wagon but damage to wagons is minimised simply because the operator(s) can see them.

 

The other pertinent thing is the quantities - if each bore produces around 25 cubic metres of muck that would be what - not far off 30 tonnes so possibly no more than part of wagonload (depending on which wagons are used).  It's hardly economical to run a train for a handful of wagons if there's room to stand the muck on site somewhere so we're unlikely to see a train until there's something in the region of 20 wagonloads to move out.  The only reason for doing it more expensively and moving out smaller quantities is if there is nowhere to stand the stuff prior to loading.

 

I suspect with a  reasonable amount of room to dump muck near the site we are more likely to see that happen - say the previous unloading area - rather than see money thrown away on lots of small trains (which basically cost about the same to run as a much larger train).  Unless of course the actual rate of extracting the muck is far quicker than has been suggested thus far in this thread which would make more frequent trains viable with decent loads.

  • Like 1
Link to comment
Share on other sites

But not very well sited for loading a train (in fact next to useless as it would only give access to a handful of wagons).  

*snip*

 

Possibly, but if I were the local perway engineer, I'd be wanting to minimise the area of ballast that might be contaminated by spoil during loading - by covering the loadout zone in geotextile for a couple of wagon lengths - and draw the train through that loading point, filling one or two wagons at a go, not unlike a merry go round (as you call them there) train going under a hopper.  I can't be sure from the photos, but thought the compound looked about a train length away from the end of the track - top and tail an empty train to site all the way to the buffers, draw back gradually to load, then leave site.

 

I guess we'll see in due course!  

Link to comment
Share on other sites

Possibly, but if I were the local perway engineer, I'd be wanting to minimise the area of ballast that might be contaminated by spoil during loading - by covering the loadout zone in geotextile for a couple of wagon lengths - and draw the train through that loading point, filling one or two wagons at a go, not unlike a merry go round (as you call them there) train going under a hopper.  I can't be sure from the photos, but thought the compound looked about a train length away from the end of the track - top and tail an empty train to site all the way to the buffers, draw back gradually to load, then leave site.

 

I guess we'll see in due course!

  

But not very well sited for loading a train (in fact next to useless as it would only give access to a handful of wagons).  To enable a sensible loading situation - with, ideally, a couple of machines working - that area is far too short and relatively narrow and it's also lower than the surrounding ground and the railway.  Best loading is from wagon rave height as the operator can not only see where he is loading into the wagon but damage to wagons is minimised simply because the operator(s) can see them.

 

The other pertinent thing is the quantities - if each bore produces around 25 cubic metres of muck that would be what - not far off 30 tonnes so possibly no more than part of wagonload (depending on which wagons are used).  It's hardly economical to run a train for a handful of wagons if there's room to stand the muck on site somewhere so we're unlikely to see a train until there's something in the region of 20 wagonloads to move out.  The only reason for doing it more expensively and moving out smaller quantities is if there is nowhere to stand the stuff prior to loading.

 

I suspect with a  reasonable amount of room to dump muck near the site we are more likely to see that happen - say the previous unloading area - rather than see money thrown away on lots of small trains (which basically cost about the same to run as a much larger train).  Unless of course the actual rate of extracting the muck is far quicker than has been suggested thus far in this thread which would make more frequent trains viable with decent loads.

I am trying to respond to both of your suggestions,but unable to upload a photo from my laptop.

So have to use this iPad.

 

Look at the photos,

Look at the length of the bay,

Then look at the wagons, estimate how many can be brought,alongside the bay.

Consider the buffer stops on the down line on the 10 chain curve.

A shuttle service,could be used,from the site,into Dover Priory, utilising the scissors crossing, between passenger train movements.

2 locos, working 6 wagons each.

Shunt loaded wagons into the down line siding, once fully laden, double head,the loaded wagons,away.

Maybe, they have,other machines,in mind,for the working loading height difference?

 

post-13585-0-77772300-1459444454_thumb.jpeg

 

post-13585-0-00261000-1459444537_thumb.jpeg

Edited by David Todd
  • Like 2
Link to comment
Share on other sites

  • RMweb Gold

I am trying to respond to both of your suggestions,but unable to upload a photo from my laptop.

So have to use this iPad.

 

Look at the photos,

Look at the length of the bay,

Then look at the wagons, estimate how many can be brought,alongside the bay.

Consider the buffer stops on the down line on the 10 chain curve.

A shuttle service,could be used,from the site,into Dover Priory, utilising the scissors crossing, between passenger train movements.

2 locos, working 6 wagons each.

Shunt loaded wagons into the down line siding, once fully laden, double head,the loaded wagons,away.

Maybe, they have,other machines,in mind,for the working loading height difference?

 

attachicon.gifimage.jpeg

 

attachicon.gifimage.jpeg

 

Splitting the train like that strikes me as an expensive way of doing the job and certainly not one I would chose - or one I would accept without a lot of debate - as it means ground staff for shunting, inevitably propelling (not that I mind propelling but the contemporary railway isn't keen on it for safety reasons) so overall not a good plan and definitely an expensive way of doing the job.  But if NR/the freight operator are forced into doing something like that, or more likely just running a shorter train, they will just have to bite their lips and Nr will have to carry the extra costs.

 

If you were going to load of a pile of muck the logical place would be to put it as near as possible to the Dover station end and load from a pile of material in order to get the height.  I know what I have seen was with much higher wagons but it is worrying just how much damage can be done to wagons by bucket loading if it is rushed or not done with a clear sight down onto the wagon raves.

Link to comment
Share on other sites

Splitting the train like that strikes me as an expensive way of doing the job and certainly not one I would chose - or one I would accept without a lot of debate - as it means ground staff for shunting, inevitably propelling (not that I mind propelling but the contemporary railway isn't keen on it for safety reasons) so overall not a good plan and definitely an expensive way of doing the job.  But if NR/the freight operator are forced into doing something like that, or more likely just running a shorter train, they will just have to bite their lips and Nr will have to carry the extra costs.

 

If you were going to load of a pile of muck the logical place would be to put it as near as possible to the Dover station end and load from a pile of material in order to get the height.  I know what I have seen was with much higher wagons but it is worrying just how much damage can be done to wagons by bucket loading if it is rushed or not done with a clear sight down onto the wagon raves.

 

As you know, I am only a spectator and know nothing about the railway operations'

 

Am only trying to draw out theories.

 

Ok, on to some of today's photos'.

 

In the time spent up there, there was only 4 bits of action.

 

One was the anemometer, on the crane.

 

25877115550_174c4bdb51_b.jpgP1320564 by David Todd 2012, on Flickr

 

26084076791_d67b353737_b.jpgP1320481 by David Todd 2012, on Flickr

 

26150399855_f1364b9015_b.jpgP1320484 by David Todd 2012, on Flickr

 

25545613504_d4fe63a293_b.jpgP1320487 by David Todd 2012, on Flickr

  • Like 4
Link to comment
Share on other sites

Number 3.

 

A beach walk, what looked like,a full survey of the seawall.

 

Photos,are in reverse order. In the first one they are packing up.

 

26124067846_7d97bd6f55_b.jpg

 by David Todd 2012, on Flickr

 

25547407663_57de32984d_b.jpg

 by David Todd 2012, on Flickr

 

26150069635_206baf58cd_b.jpg

 by David Todd 2012, on Flickr

 

25877202190_842dd185aa_b.jpg

 by David Todd 2012, on Flickr

 

25877235120_99bdef6080_b.jpg

 by David Todd 2012, on Flickr

 

26150183855_159aeca514_b.jpg

 by David Todd 2012, on Flickr

 

26057726702_23092c57ed_b.jpg

 by David Todd 2012, on Flickr

 

26083865081_aa6afce457_b.jpg

by David Todd 2012, on Flickr

 

25545438714_e17e04b86e_b.jpg

 by David Todd 2012, on Flickr

 

 

 

 

 

 

 

 

 

 

  • Like 7
Link to comment
Share on other sites

Other than those movement's posted above.

 

everything else was static, just like a real model railway.

 

That red machine for the holes,I shewed,on site, then moved to the office car park yesterday, has disappeared from the site altogether.

 

Photo, Nigel Scutt

 

12924607_497762260421906_212357124595692

 

 

 

There is this though.

 

26084038321_a1a48cedc3_b.jpg

 by David Todd 2012, on Flickr

Edited by David Todd
  • Like 4
Link to comment
Share on other sites

Reading on another Forum that Network Rail are considering the permanent closure of the line between Folkestone and Dover? Not entirely surprised, the cost of maintaining the line may just become too much? My sense throughout this has been that the protection of the A20 is more important than the railway and the cliff need to be stabilised to secure this route? If the A20 were to fall into the sea the Port of Dover would grind to a halt....So the current work protects the A20 but that may not mean the rail line re-opens?

 

Is the line as vulnerable further to the west?

 

Are journey time to Dover compatible via Canterbury/Ashford?

Link to comment
Share on other sites

Create an account or sign in to comment

You need to be a member in order to leave a comment

Create an account

Sign up for a new account in our community. It's easy!

Register a new account

Sign in

Already have an account? Sign in here.

Sign In Now
×
×
  • Create New...