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Railway Engineering: Cant on Curved Tracks

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40 Questions

What is the purpose of marking the gauge face of the outer rail at a distance of at least 30 m behind the beginning of the curve?

To ensure inclusion of the point of commencement of the curve

At what interval should the stations be marked on the rail if station markings are not available at every 10 m interval?

Every 10 m interval

What is the accuracy level at which the versines are measured?

1 mm

What is the purpose of the fishing cord or wire in the versine survey?

To stretch out over the full length of the curve

Where should the mark be made on the gauge face of the outer rail at the beginning of the curve?

At a distance of at least 30 m behind the beginning of the curve

What is the purpose of operation No. 1 in string lining operations?

Versine survey of the curve

What is the criteria for realignment of a curve based on service limit for station to station versine variation?

As per Para 524

How should the 'stations' be marked on the rail?

In white paint

What is the unit of cant, as per the given content?

mm

What is the maximum cant allowed on Broad Gauge Group 'A', 'B', and 'C' routes?

165 mm

For what purpose is a maximum cant of 185 mm assumed on Group 'A' routes?

All of the above

Who needs to approve changes to the super-elevation of a line?

Chief Engineer

What is the maximum value of cant deficiency allowed on routes with sectional speed more than 100 Kmph?

100 mm

Why should cant excess be kept low on sections carrying predominantly goods traffic?

To minimize wear on inner rail

What is the formula for calculating the length of transition 'L' in terms of cant excess 'Cd'?

L = 0.008 Cd × Vm

What is the purpose of providing a transition length on a curve?

To provide a smooth transition from one cant to another

What is the rail type used in subassembly 7?

60 Kg/m Rail

What is the gradient of subassembly 3?

1 in 12

What type of sleeper is used in all subassemblies?

PSC sleeper

What is the purpose of SEJs in LWR?

To isolate turnouts from LWR/CWR

What is the rail type used in subassembly 1?

52 Kg/m Rail

What type of web switch is used in subassembly 9?

Zu – 1 – 60 rails

What is common to subassemblies 10 and 11?

Symmetrical split and 1 in 8½ gradient

What is the purpose of turnouts in LWR?

To change the direction of trains

What type of expenditure is mentioned in the context of removing restrictions to slewing?

Moderate expenditure

What is the purpose of measuring and recording the existing Super-elevation?

To identify restrictions to slewing

What is the format of the record obtained from the survey?

A table with columns for Station, Versine, Cant, and Remarks

What is indicated by the 'Remarks' column in the record?

Restrictions to slewing or other relevant information

Why is the versine survey continuous in the case of reverse curves?

Because it is necessary to transfer the survey to the outer rail at points where the curvature changes sign

What is the purpose of recording the features that restrict slewing of the track?

To identify restrictions to slewing and plan for their removal

What is indicated by the 'Versine' column in the record?

The deviation of the track from a true circular arc

What is the significance of the 'G B obligatory point' remark in the record?

It indicates a point where the track is restricted to slewing

What is the pattern of spacing observed in the table?

Constant spacing with occasional variations

What is the value of the cumulative spacing from SRJ at row 14?

8233

What is the purpose of the annexure pages in the document?

To provide additional information about the table

What is the significance of the value 600 in the table?

It is the standard spacing used in the table

What is the relationship between the spacing and the cumulative spacing from SRJ?

The spacing is always added to the cumulative spacing from SRJ

What is the unit of measurement for the spacing and cumulative spacing from SRJ?

Meters

What is the purpose of the table?

To show the location of tongue rails

What is the significance of the rows in the table?

Each row represents a different location on the railway track

Study Notes

Cant and Super-elevation

  • Cant should be rounded off to the multiple of 5 mm.
  • Maximum cant on curved tracks:
    • Broad gauge - Group 'A', 'B', and 'C' routes: 165 mm
    • Broad gauge - Group 'D' and 'E' routes: 140 mm
  • Maximum cant deficiency:
    • Routes with sectional speed over 100 km/h: 100 mm
    • Other Broad gauge routes: 75 mm
  • Cant excess should not exceed 75 mm for all types of rolling stock.

Length of Transition Curve and Setting-out Transitions

  • The desirable length of transition 'L' shall be the maximum of three values:
    • L = 0.008 Ca × Vm
    • L = 0.008 Cd × Vm
    • L = 0.72 × Ca
  • Criteria for realignment of a curve based on service limit for station-to-station versine variation.

String Lining Operations

  • Operations involve:
    • Survey of the existing curve by measurement of versines
    • Determination of the revised alignment and computation of slews, including provision of correct Super-elevation
    • Slewing of the curve to the revised alignment
  • Versine survey of curve:
    • Versine readings are taken along the gauge face of the outer rail
    • Markings are made on the gauge face of the outer rail at a distance of at least 30 m behind the beginning of the curve and at the end of the curve
    • Stations are marked and numbered in white paint on the rail
    • Versines are measured to 1 mm accuracy serially at each station from one end of the curve to the other
    • Certain features that restrict slewing of the track are recorded
    • Existing Super-elevation is measured and recorded against each station

LWR through Points and Crossings

  • Turnouts shall be isolated from LWR/CWR by provision of SEJs on either side.

Rails and Switches

  • Various types of rails and switches are listed with their respective characteristics and specifications.

This quiz covers the calculation and limits of cant on curved tracks in railway engineering, including maximum cant values for different routes and gauge types.

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