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Norwood Junction rail accident

Norwood Junction rail accident is a engineering topic covered in the lgStudy science library. This page brings together a partial reference excerpt, illustrations, worked examples, real-world applications and a short study plan, so you can understand Norwood Junction rail accident rather than just read about it. In short: The Norwood Junction railway crash occurred on 1 May 1891, when a cast-iron underbridge over Portland Road, 60 yards (55 m) north-east of Norwood Junction railway station, fractured under the weight of an express train from Brighton to London Bridge. The locomotive, No. 175 Hayling, crossed the bridge safely along with most of its carriages, but the brake van fell into the gap created by the failure.

Key takeaways

  • Norwood Junction rail accident belongs to engineering; place it in that map before memorising details.
  • Learn the definition first, then one example that makes the definition concrete.
  • Connect Norwood Junction rail accident to a quantity you can measure, compute or draw — that is where exam questions come from.
  • Reproduce the core statement of Norwood Junction rail accident from memory before moving on to harder problems.

Reference excerpt

The Norwood Junction railway crash occurred on 1 May 1891, when a cast-iron underbridge over Portland Road, 60 yards (55 m) north-east of Norwood Junction railway station, fractured under the weight of an express train from Brighton to London Bridge. The locomotive, No. 175 Hayling, crossed the bridge safely along with most of its carriages, but the brake van fell into the gap created by the failure. There were no serious casualties: one passenger suffered a dislocated ankle, four others sustained minor injuries, and the guard in the leading brake van received head and arm injuries. The accident drew attention to the structural weaknesses of cast-iron underbridges, particularly those installed in the 1830s and 1840s, when locomotives and rolling stock were significantly lighter.

Causes The bridge belonged to the London Brighton and South Coast Railway and had been reconstructed in 1859. The Board of Trade investigation was carried out by General Hutchinson, who had investigated a similar bridge failure at Carlisle in 1875. He found that the single girder that cracked was seriously flawed with a very large hidden casting defect in the flange and web. Even if perfect, the girder design did not meet current Board of Trade requirements for safety margins on cast-iron girder underbridges, and this was already known from a previous accident.

The attention of the Brighton Company was drawn by the Board of Trade to this deficiency of strength after ... the accident on this bridge in December 1876 when two identical girders at a different part of the same bridge were broken by an engine getting off the rails, and they were then recommended to substitute stronger girders in their place, a recommendation to which unfortunately no attention was paid, or the present serious accident would have been prevented; the Brighton Company is therefore, in my opinion, deserving of much blame for having omitted to substitute stronger girders for the existing ones after attention had been thus specially directed to the weakness of the latter A cast-iron rail bridge girder had fractured under a passing train at Inverythan in Scotland in 1882, with five passengers killed and many more injured. The Board of Trade investigation report on the Inverythan accident had commented on the problem of latent defects, but had concentrated attention in the first instance on composite girders, bolted together mid-span, and those of over 25 feet (7.6 m) span. The Portland Road bridge did not use composite girders, and its span was 25 feet (7.6 m). (The failed girder in the Carlisle incident was non-composite, with a 25 foot (7.6 m) span and had a major hidden casting defect. It had been built before the 1847 Dee bridge disaster and the consequent specification by the Board of Trade of required wide safety margins on cast-iron structures; even if perfect it would have not have met them. The bridge had been rebuilt with wrought-iron girders and the failure had not triggered any wider survey of cast-iron bridges.)

General Hutchinson recommended that all cast-iron girder bridges on the LB&SCR network be inspected. The task fell to Sir John Fowler, who recommended that many be replaced by wrought iron (or preferably steel) structures, commenting that the result of my investigation does not indicate any peculiar weakness in the Brighton bridges which are neither better nor worse in that respect than those on similar lines of railway at home or abroad The accident led the Board of Trade to issue a circular requesting details of all cast-iron underbridges on the UK network. There were thousands of them, and most were gradually replaced, but as of 2007 Network Rail stated that there are still many hundreds of cast-iron beam overbridges remaining, many with very low weight restrictions.

References

Rolt, L.T.C. (1998). Red for Danger. Sutton Publishing. Lewis, Peter R. (2004). Beautiful Railway Bridge of the Silvery Tay: Reinvestigating the Tay Bridge Disaster of 1879. Tempus. ISBN 0-7524-3160-9. Lewis, Peter R. (2007). Disaster on the Dee: Robert Stephenson's Nemesis of 1847. Tempus Publishing. ISBN 978-0-7524-4266-2. Hutchinson, Maj Gen (16 May 1891), Inquiry Into the Circumstances Which Attended the Accident at Portland Road Bridge (PDF), HMSO, retrieved 7 September 2008

External links Description of accident with photographs Punch article and cartoon illustrating contemporaneous concern at structurally unsound bridges

Worked examples

Example 1 — a first encounter with Norwood Junction rail accident

Start with the simplest possible case. Write down what Norwood Junction rail accident claims or describes in one sentence, then invent the smallest concrete situation in which that sentence is true. In engineering, the smallest case is usually a single object, a single equation or a single measurement. Check that every symbol or term in your sentence has a meaning in that case.

Example 2 — changing one variable

Take the situation from Example 1 and change exactly one quantity: double it, halve it, or set it to zero. Predict what should happen to Norwood Junction rail accident before you calculate. Comparing your prediction with the result is the fastest way to find out whether you understand the idea or only the words.

Example 3 — an exam-style question

Typical questions about Norwood Junction rail accident ask you to (a) state it precisely, (b) apply it to given data, and (c) explain a limitation. Practise writing all three answers in under five minutes; the third part is what separates a full-mark answer from an average one.

Applications of Norwood Junction rail accident

In research
Norwood Junction rail accident appears in engineering research whenever the underlying quantities have to be modelled precisely. Papers usually cite it as a starting assumption and then explore where it breaks down.
In technology and industry
Engineering practice reuses Norwood Junction rail accident in design rules, simulations and safety margins. Knowing the idea lets you read a specification sheet and understand why the numbers look the way they do.
In the classroom
Norwood Junction rail accident is common in secondary-school and first-year university syllabi. It links to neighbouring topics 1890s disasters in the United Kingdom, 1891 in England, 19th century in Surrey, so understanding it makes those chapters shorter.
In everyday life
Look for Norwood Junction rail accident outside the textbook — in sport, cooking, traffic, electronics or the sky above you. An example you found yourself is remembered far longer than one you were given.
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How to study Norwood Junction rail accident in 20 minutes

  1. Read the reference excerpt below once, without taking notes.
  2. Close the page and write down what Norwood Junction rail accident means in your own words.
  3. Compare your version with the excerpt and mark what you missed.
  4. Work through the three examples above with pen and paper.
  5. Explain Norwood Junction rail accident out loud to somebody else — or to Teacher Smith in the lgStudy chat.

Frequently asked questions

What is Norwood Junction rail accident in simple terms?

The Norwood Junction railway crash occurred on 1 May 1891, when a cast-iron underbridge over Portland Road, 60 yards (55 m) north-east of Norwood Junction railway station, fractured under the weight of an express train from Brighton to London Bridge. The locomotive, No. 175 Hayling, crossed the bri…

Why does Norwood Junction rail accident matter?

Because it connects several engineering ideas at once: it gives you a definition you can apply, a quantity you can calculate, and a way to check whether a result is plausible.

How should I study Norwood Junction rail accident?

Read the excerpt, restate it from memory, then work through the examples and applications listed on this page. The five-step study plan above takes about twenty minutes.

What does this page cover?

It gives you a compact reference excerpt plus original lgStudy explanations, examples, applications and study material on Norwood Junction rail accident.

Tags

  • 1890s disasters in the United Kingdom
  • 1891 in England
  • 19th century in Surrey
  • Accidents and incidents involving London, Brighton and South Coast Railway
  • Bridge disasters caused by construction error
  • Bridge disasters caused by engineering error
  • Bridge disasters in the United Kingdom
  • History of the London Borough of Croydon
  • May 1891 in the United Kingdom
  • Railway accidents and incidents in London
  • Railway accidents and incidents in Surrey
  • Railway accidents in 1891

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