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CivilAdvanced Survey
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How to find out length of vertical curve?

A

Change of grade / rate of change of grade

B

A total change of grade / rate of change of grade

C

Rate of change of grade / total change of grade

D

Rate of change of grade / change of grade

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilAdvanced Survey
Option B

A total change of grade / rate of change of grade

Quick Summary:

The length of a vertical curve (LLL) is defined as the horizontal distance over which the change of grade takes place. It is directly calculated as the ratio of the total change of grade (NNN) to the allowable rate of change of grade (rrr).

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

The length of a vertical curve (LLL) is defined as the horizontal distance over which the change of grade takes place. It is directly calculated as the ratio of the total change of grade (NNN) to the allowable rate of change of grade (rrr).

ЁЯФв Key Formulas

L=NrL = \frac{N}{r}L=rNтАЛ тАФ Length of vertical curve

N=тИгg1тИТg2тИгN = |g_1 - g_2|N=тИгg1тАЛтИТg2тАЛтИг тАФ Total change of grade (algebraic difference between slopes g1g_1g1тАЛ and g2g_2g2тАЛ)

тЪЩя╕П Working Principle

When two different gradients meet, a vertical curve is provided to ensure smooth vehicular movement, adequate sight distance, and passenger comfort. The curve transitions the grade at a constant rate (rrr), meaning the total elevation/slope change (N=тИгg1тИТg2тИгN = |g_1 - g_2|N=тИгg1тАЛтИТg2тАЛтИг) divided by the rate of change per unit distance gives the total length of the curve.

ЁЯУМ Key Points
  • тЦ╕

    Parabolic curves are universally preferred for vertical curves in highways due to their constant rate of change of grade.

  • тЦ╕

    The total change of grade NNN is the algebraic difference between the incoming grade (g1g_1g1тАЛ) and outgoing grade (g2g_2g2тАЛ).

  • тЦ╕

    The rate of change of grade rrr is determined based on driver comfort and safety criteria.

тЬЕ Advantages
  • тЦ╕

    Ensures smooth transition between two intersecting gradients.

  • тЦ╕

    Provides adequate sight distance (SSD and OSD) for safe vehicle operation.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Inadequate design length can lead to sudden uncomfortable acceleration or sight distance restrictions.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Summit curves (crest curves) connecting upgrade to downgrade or flatter upgrade.

  • тЦ╕

    Valley curves (sag curves) connecting downgrade to upgrade or flatter downgrade.

ЁЯУД Additional Information
  • тЦ╕

    Standard IRC allowable rate of change of grade for summit curves generally varies between 0.1% per 30m to 0.2% per 30m depending on design speed.

  • тЦ╕

    Option A and Option D incorrectly place the rate of change of grade or change of grade in the wrong ratio positions.

ЁЯУК Diagram / Illustration
Length of Vertical Curve FormulaLength (L) =Total Change of Grade (N)Rate of Change of Grade (r)L = |g1 - g2| / r
тЬЕ

B is correct тАФ Length of a vertical curve is given by the ratio of total change of grade to the rate of change of grade.

Core Concepts Used
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Vertical Curves Algebraic Difference of Grades Rate of Change of Grade
ЁЯТб EXAM TIP

For summit curves, always check whether the required length LLL based on sight distance (SSS) satisfies L>SL > SL>S or L<SL < SL<S during design calculations.

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