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another derailment
Picadilly between Hammersmith and Barons Court apparently. Details sketchy
at the moment. |
another derailment
On Fri, 17 Oct 2003 22:25:57 +0100, I@n wrote:
Picadilly between Hammersmith and Barons Court apparently. Details sketchy at the moment. LDN said that the train remained upright, but passangers were being evacuated. |
another derailment
I@n wrote:
Picadilly between Hammersmith and Barons Court apparently. Details sketchy at the moment. It appears to have been an eastbound Piccadilly near Barons Court (though the TfL/LU sites refer to a derailment at Hammersmith station). The train remained upright and there were no injuries. Further details from BBCi News : ------- "It is believed the wheels of the rear carriage came off the track at 2125 BST as the train carrying 76 people was travelling between Hammersmith and Baron's Court stations. A BTP spokesman said there was no suggestion of crime. He said the passengers were in the process of being transferred to another train to take them on to Baron's Court. A Scotland Yard spokeswoman said there were no other trains involved in the incident, which occurred 200 yards from Barons Court station, she said. The train is believed to have come off the rails at some points. "There have been no reports of any injuries", she added. Firefighters, British Transport Police and Underground staff were being taken to the scene on another train to help passengers." ------- "Some points" presumably refers to a connection with the siding between the e/b and w/b Piccadilly tracks. Piccadilly line suspended between Acton Town and Hyde Park Corner. District suspended west of Earl's Court (or possibly South Kensington if you believe the Tfl/LU sites). -- Richard J. (to e-mail me, swap uk and yon in address) |
another derailment
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another derailment
"I@n" -uk wrote the following in:
Picadilly between Hammersmith and Barons Court apparently. Details sketchy at the moment. My girlfriend was on a Piccadilly train today. It stopped at Russell Square because the train in front was smoking. At first it was thought that it would be a small delay but eventually the London Fire Brigade had to be called in. She says she could smell the smoke in the tunnel at Russell Square. Any connection between the two events? -- message by Robin May, consumer of liquids Hello. I'm one of those "roaring fascists of the left wing". Hacker is to computer as boy racer is to Ford Escort. |
another derailment
"Robin May" wrote in message ... My girlfriend was on a Piccadilly train today. It stopped at Russell Square because the train in front was smoking. At first it was thought that it would be a small delay but eventually the London Fire Brigade had to be called in. She says she could smell the smoke in the tunnel at Russell Square. Any connection between the two events? There seems to have been a spate of 'warm' trains recently. Late on Wednesday night I was heading north up the Bakerloo line in a car in which there were three engineers in hi-vi vests, with flashlamps, who had all of the seats cushions off at one end of the car and were periodically inspecting the bogie below. When braking for stations there was an excessive grinding noise from one wheelset and a strong smell of burning. I was quite surprised that they kept the vehicle open to passengers at that time of the night, especially as they were surrounded by standing passengers whilst they were working. I suspect that that would not have been the case if the incident had occurred on a mainline train, where the HSE regulations are observed and implemented more rigorously. |
another derailment
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another derailment
"According to sources at the crash site the incident was caused by a broken rail, and a member of the rail staff who saw the rail said it was "rusted" before it fractured." Out of curiosity (and I accept there may be a perfectly good answer to this), how can you tell a rail is rusted just by looking at it? Being steel there's always going to be a fair bit of corrosion on the outside, with only the tops being polished clean by passing trains. -- Spyke (Whose own tube tracks are thankfully made out of aluminium!) Address is valid, but messages are treated as junk. The opinions I express do not necessarily reflect those of the educational institution from which I post. |
another derailment
I see the Evening Standard's accuracy is at its usual level:
"between Hammersmith and Barons Court stations .... Passengers were being rescued from the tunnel ..." -- Richard J. (to e-mail me, swap uk and yon in address) |
another derailment
Spyke wrote the following in:
"According to sources at the crash site the incident was caused by a broken rail, and a member of the rail staff who saw the rail said it was "rusted" before it fractured." Out of curiosity (and I accept there may be a perfectly good answer to this), how can you tell a rail is rusted just by looking at it? Being steel there's always going to be a fair bit of corrosion on the outside, with only the tops being polished clean by passing trains. That's what I was wondering. It sounds a bit like someone saying "the road was rough and covered in some sort of tarmac like material priar to the accident". -- message by Robin May, consumer of liquids Hello. I'm one of those "roaring fascists of the left wing". Hacker is to computer as boy racer is to Ford Escort. |
another derailment
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another derailment
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another derailment
Spyke wrote in message ...
"According to sources at the crash site the incident was caused by a broken rail, and a member of the rail staff who saw the rail said it was "rusted" before it fractured." Out of curiosity (and I accept there may be a perfectly good answer to this), how can you tell a rail is rusted just by looking at it? Being steel there's always going to be a fair bit of corrosion on the outside, with only the tops being polished clean by passing trains. Quite right. There's almost always some corrosion on rails (identified by the typical orange colour, normally in the web of the rail). In very unusual circumstances (less than 1 in 1000) pitting from corrosion can lead to a rail defect/break. It takes close inspection by an expert to spot the spot. Rails are tested ultrasonically at regular intervals, and should identify the defect - a small crack in the rail which will eventually grow until it becomes a rail break. It takes quite a while for the crack to grow (months, even years) - testing is every 2 months, to pick up cracks before they become breaks. It is concerning that the break occurred, since the testing regime should have prevented this. |
another derailment
On 18 Oct 2003 01:40:09 -0700, (JDikseun) wrote:
Spyke wrote in message ... "According to sources at the crash site the incident was caused by a broken rail, and a member of the rail staff who saw the rail said it was "rusted" before it fractured." Out of curiosity (and I accept there may be a perfectly good answer to this), how can you tell a rail is rusted just by looking at it? Being steel there's always going to be a fair bit of corrosion on the outside, with only the tops being polished clean by passing trains. Quite right. There's almost always some corrosion on rails (identified by the typical orange colour, normally in the web of the rail). In very unusual circumstances (less than 1 in 1000) pitting from corrosion can lead to a rail defect/break. It takes close inspection by an expert to spot the spot. Rails are tested ultrasonically at regular intervals, and should identify the defect - a small crack in the rail which will eventually grow until it becomes a rail break. It takes quite a while for the crack to grow (months, even years) - testing is every 2 months, to pick up cracks before they become breaks. It is concerning that the break occurred, since the testing regime should have prevented this. May I suggest that it is not quite as simple as all that. Generally there are 3 methods of fracture in steel. Ductile (shows typically as a cup and cone fracture surface) Brittle (very grainny surface) and stress corrosion (cracking). Not the 'posh' name for it. Cracking is considered as a corrosion defect. Generally to initiate a crack , some form of starter is required. This as stated above could be a pit, or a sharp change is shape (corner) or any other surface defect. Then for best effects cyclic loading is needed but not absolutely necessary. The high stress concentration causes the material at that point to be in a different state from the rest of the material which it has effectively stress relived. That causes galvanic corrosion. The product of corrosion being bigger than the parent material causing the stress to increase and the next bit of the crack is initiated. The starter concentrates the stress in the material to that point which causes intergranular failure (steel being a granular structure a bit like a sugar cube). This bit of failure then weakening the item a bit further causing another little failure. The result being that there is a wave form pattern on the failure surface, which when traced back through the arcs pinpoints the starter. So some corrosion of the surfaces can be expected. Where they have been rubbing, which is usually the case, then that corrosion is obviously cleaned off. Now so far as examination and testing is concerned. It is always a problem when one method is used and relied on. Each method has its limitations. In my own field (Boiler and Pressure Vessel) we quite often specify maybe three different exams. Ultra-sonic is good, but: 1. It can not detect surface defects within up to 2mm deep. This is because of interference by slight imperfections in the surface causing spurious echos. 2. It can not detect a crack under compression very well, if at all. This is because the system relies on passing ultrasound through the material and listening for back echos from the surface of a defect or crack. If the crack is closed under compression the sound will travel through with little or no echo. 3. Angle of probe. Probes can be made with several angles so that the sound is passed through the material at an angle. If a 90 deg probe was used it would not pick up a crack. (They are usually used for thickness testing). Likewise a 30 deg may not depending on the angle of the crack, or a 45 or whatever. so several passes may be needed unless the nature of the defect to be found is known. ie., orientation etc. We would usually back up ultrasound with Magnetic particle testing (cover the surface with a background contrast paint and spray with a magnetic fluid whist holding a strong magnet on the surface) or in non-magnetic situations use Dye Penetrant. (similar sort of idea). Simple hammer testing often highlights problems as with simple standing back and looking. In every case cracking is the second worst thing to try and find. Nice and easy when it is gaping open for any of the methods, but when closed or hidden away from direct sight or sound probe a shear sod. Skip wave probing is a special art which most testing engineers will not touch. (The worst thing is called smooth corrosion whereby every part of a surface equally wastes. Common in Coal fired furnaces. the surfaces appear as if nothing is happening until you see light come through or catch the steam when it comes flying past you or through) Regards Keith J Chesworth www.unseenlondon.co.uk www.blackpooltram.co.uk www.happysnapper.com www.boilerbill.com - main site www.amerseyferry.co.uk |
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