Turnout geometry (curve lead): For a standard turnout, which of the following is the correct expression for the curve lead (C.L.) in terms of gauge G and crossing angle α (or crossing number N)?

Civil Engineering Railways Difficulty: Medium
Choose an option
  • A
    C.L. = G * cot(α/2)
  • B
    C.L. = 2 * I * G
  • C
    C.L. = 2 * G * N
  • D
    All the above
  • E
    None of these

Answer

Correct Answer: C.L. = G * cot(α/2)

Explanation

Introduction / Context:Turnout layout is defined by key geometrical lengths: curve lead (C.L.), switch lead, and overall lead. Correct formulae ensure the turnout fits longitudinally and laterally within available track space.

Given Data / Assumptions:

  • G = gauge (centre-to-centre distance between stock and turnout track).
  • α = crossing angle; N = crossing number such that N = cot(α/2).
  • “I” would denote a layout parameter not universally standard; we focus on widely adopted expressions.

Concept / Approach:The curve lead is the length along the turnout curve needed to achieve the lateral offset equal to the gauge at the crossing. Using simple geometry with small-angle assumptions, C.L. = G * cot(α/2). Since N = cot(α/2), C.L. = G * N.

Step-by-Step Solution:Relate crossing number N to angle: N = cot(α/2).Write curve lead as C.L. = G * N = G * cot(α/2).Hence option (a) expresses the correct relation explicitly.

Verification / Alternative check:Using a typical BG turnout with G ≈ 1.676 m and N = 12, C.L. ≈ 1.676 * 12 ≈ 20.1 m, which matches standard tables.

Why Other Options Are Wrong:

  • 2 * I * G and 2 * G * N represent other lengths or are not standard for C.L.; “2” factor overestimates the curve lead.
  • All the above: Incorrect; only (a) (or equivalently G * N) is valid.

Common Pitfalls:Confusing curve lead with overall lead; misusing crossing number definitions; mixing degrees and radians.

Final Answer:C.L. = G * cot(α/2)

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