Minimum railway curve radius

History

The first proper railway was the Liverpool and Manchester Railway, which opened in 1830. Like the tram roads that had preceded it over a hundred years, the L&M had gentle curves and gradients. Reasons for these gentle curves include the lack of strength of the track, which might have overturned if the curves were too sharp causing derailments. The gentler the curves, the greater the visibility, thus boosting safety via increased situational awareness. The earliest rails were made in short lengths of wrought iron, which does not bend like later steel rails introduced in the 1850s.

Factors affecting the minimum curve radius

Minimum curve radii for railways are governed by the speed operated and by the mechanical ability of the rolling stock to adjust to the curvature. In North America, equipment for unlimited interchange between railway companies is built to accommodate for a 288 ft radius, but normally a 410 ft radius is used as a minimum, as some freight carriages (freight cars) are handled by special agreement between railways that cannot take the sharper curvature. For the handling of long freight trains, a minimum 574 ft radius is preferred.

The sharpest curves tend to be on the narrowest of narrow gauge railways, where almost all the equipment is proportionately smaller. But standard gauge can also have tight curves, if rolling stocks are built for it, which however removes the standardisation benefit of standard gauge. Tramways can have below 100 ft curve radius.

Steam locomotives

As the need for more powerful steam locomotives grew, the need for more driving wheels on a longer, fixed wheelbase grew too. However, long wheel bases do not cope well with curves of a small radius. Various types of articulated locomotives (e.g., Mallet, Garratt, Meyer & Fairlie) were devised to avoid having to operate multiple locomotives with multiple crews.

More recent diesel and electric locomotives do not have a wheelbase problem, as they have flexible bogies, and also can easily be operated in multiple with a single crew.

• The Tasmanian Government Railways K class was
  • gauge
  • 99 ft radius curves

Example Garratt

• 25 kg/m rails
• Main line radius - 175 m
• Siding radius - 84 m

Couplings

Not all couplers can handle very short radii. This is particularly true of the European buffers and chain couplers, where the buffers extend the length of the rail car body. For a line with a maximum speed of 60 km/h, buffers increase the minimum radius to around 150 m. As narrow-gauge railways, tramways, and rapid transit systems normally do not interchange with mainline railways, in Europe these often use bufferless central couplers and build to a tighter standard.

Train lengths

A long heavy freight train, especially those with wagons of mixed loading, may struggle on short radius curves, as the drawgear forces may pull intermediate wagons off the rails. Common solutions include:

• marshaling light and empty wagons at the rear of the train
• intermediate locomotives, including remotely controlled ones
• easing curves
• reduced speeds
• reduced cant (superelevation), at the expense of fast passenger trains
• more, shorter trains
• equalizing wagon loading (often employed on unit trains)
• better driver training
• driving controls that display drawgear forces
• Electronically Controlled Pneumatic brakes

A similar problem occurs with harsh changes in gradients (vertical curves).

Speed and cant

As a heavy train goes around a bend at speed, the reactive centrifugal force may cause negative effects: passengers and cargo may experience unpleasant forces, the inside and outside rails will wear unequally, and insufficiently anchored tracks may move. To counter this, a cant (superelevation) is used. Ideally, the train should be tilted such that resultant force acts vertically downwards through the bottom of the train, so the wheels, track, train and passengers feel little or no sideways force ("down" and "sideways" are given with respect to the plane of the track and train). Some trains are capable of tilting to enhance this effect for passenger comfort. Because freight and passenger trains tend to move at different speeds, a cant cannot be ideal for both types of rail traffic.

The relationship between speed and tilt can be calculated mathematically. We start with the formula for a balancing centripetal force: θ is the angle by which the train is tilted due to the cant, r is the curve radius in meters, v is the speed in meters per second, and g is the gravity of Earth, approximately 9.81 m/s²: \tan\theta=\frac{v^2}{gr}. Rearranging for r gives: r=\frac{v^2}{g\tan\theta}. Geometrically, tan θ can be expressed (using the small-angle approximation) in terms of the track gauge G, the cant ha and cant deficiency hb, all in millimeters: \tan\theta\approx\sin\theta=\frac{h_a+h_b}{G}. This approximation for tan θ gives: r=\frac{v^2}{g\frac{h_a+h_b}{G}}=\frac{Gv^2}{g(h_a+h_b)}. This table shows examples of curve radii. The values used when building high-speed railways vary, and depend on desired wear and safety levels.

Tramways typically do not exhibit cant, due to the low speeds involved. Instead, they use the outer grooves of rails as a guide in tight curves.

Transition curves

Main article: Track transition curve

A curve should not become a straight all at once, but should gradually increase in radius over time (a distance of around 40-80 m for a line with a maximum speed of about 100 km/h). Even sharper than curves with no transition are reverse curves with no intervening straight track. The superelevation must also be transitioned. Higher speeds require longer transitions.

Vertical curves

As a train negotiates a curve, the force it exerts on the track changes. Too tight a 'crest' curve could result in the train leaving the track as it drops away beneath it; too tight a 'trough' and the train will plough downwards into the rails and damage them. More precisely, the support force R exerted by the track on a train as a function of the curve radius r, the train mass m, and the speed v, is given by R=mg\plusmn\frac{mv^2}{r}, with the second term positive for troughs, negative for crests. For passenger comfort the ratio of the gravitational acceleration g to the centripetal acceleration v2/r needs to be kept as small as possible, else passengers will feel large changes in their weight.

As trains cannot climb steep slopes, they have little occasion to go over significant vertical curves. However, high-speed trains are sufficiently high-powered that steep slopes are preferable to the reduced speed necessary to navigate horizontal curves around obstacles, or the higher construction costs necessary to tunnel through or bridge over them. High Speed 1 (section 2) in the UK has a minimum vertical curve radius of 10000 m and High Speed 2, with the higher speed of 400 km/h, stipulates much larger 56000 m radii. In both these cases the experienced change in weight is less than 7%.

Rail well cars also risk low clearance at the tops of tight crests.

Problem curves

• The Australian Standard Garratt had flangeless leading driving wheels that tended to cause derailments on sharp curves.
• Sharp curves on the Port Augusta to Hawker line of the South Australian Railways caused derailment problems when bigger and heavier X class locomotives were introduced, requiring realignments to ease the curves.
• 5 chain curves on the Oberon, Batlow, and Dorrigo lines, New South Wales limited steam locomotives to the 0-6-0 Z19 class.

List of selected minimum curve radii

References

References

1. "Guide to Railcars".
2. "The Canadian Light Rail Vehicles (The CLRVs) - Transit Toronto - Content".
3. Ziegler, Hans-Joachim. (2005-10-28). "The Shasta Route: Connecting Oregon and California by Passenger Rail".
4. [[Jane's World Railways]] 1995-1996 p728
5. "Metre-Gauge Beyer-Garratt 4-8-4 + 4-8-4".
6. http://www.whatdotheyknow.com/request/24986/response/79568/attach/3/HS1%20Section%202%20Register%20of%20Infrastructure.pdf - page 19
7. http://highspeedrail.dft.gov.uk/sites/highspeedrail.dft.gov.uk/files/hs2-route-engineering.pdf - page 4
8. [[Australian Railway History]] September 2008, p291.
9. Paul Garbutt. (1997). "World Metro Systems". Capital Transport.
10. [[Railway Gazette International]] March, 2012, page 23
11. . (2013-10-13). ["WMATA Summary – Level Rail Car Performance For Design And Simulation"](http://www.wmata.com/business/procurement_and_contracting/solicitations/uploads/RFP%20Energy%20Storage-Attachment%20B-Rail%20Car%20Performance%20for%20Design-Simulation.pdf). *WMATA*.
12. (2007). "3.3.3 A, C (Fulton Street) Line Services and Structural Issues". New York City Department of City Planning.
13. (September 2014). "Metromover System Expansion Study". Miami-Dade MPO.
14. [[Railway Gazette International]], July 2012, p18
15. "Luas Track and Power Supply".
16. "Charakterystyka linii".
17. Trains: The Early Years, page 51, H. F. Ullmann, Getty Images, {{ISBN. 978-3833-16183-4
18. [http://www.lightrailnow.org/features/f_lrt_2007-02a.htm Lightrail now] New Orleans RTA/Brookville streetcar
19. [http://openrails.org/files/superelevation_v1.pdf Superevevation]