On a railway track, two types of trains, passengers and freights, are being operated. The speed of freight trains is 22 km/h, the speed of passenger trains is not given. On this railway track; -transition curves are designed before and after circular curves, -the length of transition curves is equal to each other’s,  -the actual cant is constant for all circular curves, -the radius of all circular curves is 2965 m.  By passing from a circular curve, 0.93 m/sec2 lateral acceleration acts to freight trains in the centripetal direction. By passing from a mid-point of transition curve, 0 (zero) lateral acceleration act to passenger trains.  Calculate the length of transition curve by using empirical formula and taking into account that the design speed is the speed of passenger trains.

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter15: Geometric Design Of Highway Facilities
Section: Chapter Questions
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On a railway track, two types of trains, passengers and freights, are being operated. The speed of freight trains is 22 km/h, the speed of passenger trains is not given. On this railway track;

-transition curves are designed before and after circular curves,

-the length of transition curves is equal to each other’s, 

-the actual cant is constant for all circular curves,

-the radius of all circular curves is 2965 m. 

By passing from a circular curve, 0.93 m/sec2 lateral acceleration acts to freight trains in the centripetal direction. By passing from a mid-point of transition curve, 0 (zero) lateral acceleration act to passenger trains. 

Calculate the length of transition curve by using empirical formula and taking into account that the design speed is the speed of passenger trains.

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