Minimum railway curve radius

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Minimum railway curve radius

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90-foot (27.43 m) radii on the elevated 4 ft 8 12 in (1,435 mm) Chicago 'L'. There is no room for longer radii at this street intersection

The minimum railway curve radius, the shortest design radius, has an important bearing on constructions costs and operating costs and, in combination with superelevation (difference in elevation of the two rails) in the case of train tracks, determines the maximum safe speed of a curve. Superelevation is not a factor on tramway tracks. Minimum radius of curve is one parameter in the design of railway vehicles[1] as well as trams.[2]

Contents

History

The first proper railway was the Liverpool and Manchester Railway which opened in 1830. Like the trams that had preceded it over a hundred years, the L&M had gentle curves and gradients. Amongst other reasons for the gentle curves were the lack of strength of the track, which might have overturned if the curves were too sharp causing derailments. There was no signalling at this time, so drivers had to be able to see ahead to avoid collisions with previous trains. The gentler the curves, the longer the visibility.

In the early days, there was no information to help determine how sharp and steep lines could be, but over time curves did get sharper and gradients steeper.

Minimum radius

Minimum curve radii for railroads 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 railroad companys are built to accommodate 350-foot radius (16 degrees 26 minutes) or sharper, but normally 410-foot radius (14 degrees) is used as a minimum, as some freight cars are handled by special agreement between railroads that cannot take the sharper curvature. For handling of long freight trains, a minimum 717-foot radius (8 degrees) is preferred.

The sharpest curves tend to be on the narrowest of narrow gauge railways, where almost everything is proportionately smaller.[3][4]

Gauge Radius Location Notes
1,435 mm (4 ft 8 12 in) 7,000 m (22,966 ft) China Typical China's high-speed railway network (350 km/h)
1,435 mm (4 ft 8 12 in) 5,500 m (18,045 ft) China Typical China's high-speed railway network (250 km/h~300 km/h)
1,435 mm (4 ft 8 12 in) 4,000 m (13,123 ft) China Typical high-speed railways (300 km/h)
1,435 mm (4 ft 8 12 in) 3,500 m (11,483 ft) China Typical China's high-speed railway network (200~250 km/h)
1,435 mm (4 ft 8 12 in) 2,000 m (6,562 ft) China Typical high-speed railways (200 km/h)
1,067 mm (3 ft 6 in) 250 m (820 ft) DRCongo Matadi-Kinshasa Railway Deviated 1,067 mm (3 ft 6 in) line.
1,435 mm (4 ft 8 12 in) 240 m (787 ft) Border Loop 5,000 long tons (5,100 t; 5,600 short tons) - 1,500 m (4,921 ft)
1,435 mm (4 ft 8 12 in) 200 m (656 ft) Wollstonecraft high level platform
1,435 mm (4 ft 8 12 in) 200 m (656 ft) Homebush triangle 5,000 long tons (5,100 t; 5,600 short tons) - 1,500 m (4,921 ft)
1,435 mm (4 ft 8 12 in) 190 m (623 ft) Turkey Turkey[4]
1,435 mm (4 ft 8 12 in) 160 m (525 ft) NSW, Zig Zag 40 km/h
1,435 mm (4 ft 8 12 in) 100 m (328 ft) NSW, Batlow, New South Wales Weight limit: 500 long tons (510 t; 560 short tons) and 300 m (984 ft) - restricted to NSW Z19 class 0-6-0 steam locomotives
1,067 mm (3 ft 6 in) 95 m (311.68 ft) Newmarket, New Zealand Extra heavy concrete sleepers [5]
1,435 mm (4 ft 8 12 in) 85 m (279 ft) Windberg Railway (de:Windbergbahn) (between Freital-Birkigt and Dresden-Gittersee) - restrictions to wheelbase
1,435 mm (4 ft 8 12 in) 61 m (200 ft) London Underground Central line (between White City and Shepherd's Bush)
1,067 mm (3 ft 6 in) 60 m (197 ft) Queensland Railways
762 mm (2 ft 6 in) 50 m (164 ft) Matadi-Kinshasa Railway original 762 mm (2 ft 6 in) line.
600 mm (1 ft 11 58 in) 50 m (164 ft) Welsh Highland Railway
1,000 mm (3 ft 3 38 in) 45 m (148 ft) Bernina Railway
600 mm (1 ft 11 58 in) 40 m (131 ft) Welsh Highland Railway on original line at Beddgelert
762 mm (2 ft 6 in) 40 m (131 ft) Victorian Narrow Gauge 16 km/h/10 mph on curves ; (32 km/h/20 mph on straight )
762 mm (2 ft 6 in) 37.47 m (122.9 ft) Kalka-Shimla Railway or 48 degrees
1,435 mm (4 ft 8 12 in) 27.43 m (90 ft) Chicago 'L'
1,435 mm (4 ft 8 12 in) 25 m (82 ft) Sydney steam tram Hauling 3 trailers
610 mm (2 ft)  21.2 m (70 ft) Darjeeling Himalayan Railway
610 mm (2 ft)  18.25 m (59.9 ft) Matheran Hill Railway 1 in 20 (5%); 8 km/h/5 mph on curve; 20 km/h/12 mph on straight
1,067 mm (3 ft 6 in) 10.67 m (35 ft) Taunton Tramway
610 mm (2 ft)  4.9 m (16 ft) Chicago Tunnel Company 6.1 m (20 ft) in grand unions.

Steam locomotives

As the need for more powerful (steam) locomotives grew, the need for more driving wheels on a longer, fixed wheelbase grew too. But long wheel bases are unfriendly to sharp curves. Various type of articulated locomotives Mallet, Garratt, Shay were devised to avoid having to operate multiple locomotives with multiple crews.

More recent diesel and electric locomotives do not have a wheelbase problem and can easily be operated in multiple with a single crew.

Transition curves

A curve should not become a straight all at once, but should gradually increase in radius over a transition length of say 40 m - 80 m. Even worse than curves with no transition are reverse curves with no intervening straight.

The super-elevation (aka cant) must also be transitioned.

K class garratt

The TGR K Class was

  • 610 mm (2 ft)  gauge
  • 99 ft (30 m) radius curves

Example Garratt

  • 1,000 mm (3 ft 3 38 in) gauge
  • 25 kg/m (50.40 lb/yd) rails
  • main line radius - 175 metres (574 ft)
  • siding radius - 84 metres (276 ft) [6]

0-4-0

Couplings

Not all couplers can handle very sharp curves. This is particularly true of the European buffer and chain couplers. The buffers get in the way.

Problem curves

High-speed rail

For high-speed rail much gentler curves are needed. A formula to calculate the minimum curve radius is:

r=\frac{G\left(\frac{v}{3.6}\right)^2}{g(ha+hb)}

where G is the rail gauge, v is speed (km/h), g is gravitational acceleration (9.8 m/s²), ha is cant, and hb is cant deficiency.

This table shows examples of curve radii. The values used when building high-speed railways varies, and depends on how much wear and safety desired.

Curve radius ≤ 120 km/h ≤ 200 km/h ≤ 250 km/h ≤ 300 km/h ≤ 350 km/h
Cant 160 mm,
cant deficiency 100 mm,
no tilting trains
625 m 1800 m 2800 m 4000 m 5400 m
Cant 160 mm,
cant deficiency 200 mm,
with tilting trains
450 m 1300 m 2000 m no tilting trains planned for these speeds

See also

References


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