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CivilAdvanced Survey
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Which is the length of parabolic vertical curve when it has two uniform grade are + 1.9% and -1.5% with change of grade is 0.25% for 100m chain length.

A

1360m

B

1360m

C

1360km

D

All of the above

Correct Answer

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

1360m

Quick Summary:

The length of a vertical curve is calculated based on the total change in grade and the rate of change of grade per unit chain length. Here, the total algebraic change in grade N=(+1.9%)тИТ(тИТ1.5%)=3.4%N = (+1.9\%) - (-1.5\%) = 3.4\%N=(+1.9%)тИТ(тИТ1.5%)=3.4%. Dividing the total grade change by the rate of change per 100┬аm100\text{ m}100┬аm chain length gives 13.613.613.6 chain lengths, which equals 1360┬аm1360\text{ m}1360┬аm.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

The length of a vertical curve is calculated based on the total change in grade and the rate of change of grade per unit chain length. Here, the total algebraic change in grade N=(+1.9%)тИТ(тИТ1.5%)=3.4%N = (+1.9\%) - (-1.5\%) = 3.4\%N=(+1.9%)тИТ(тИТ1.5%)=3.4%. Dividing the total grade change by the rate of change per 100┬аm100\text{ m}100┬аm chain length gives 13.613.613.6 chain lengths, which equals 1360┬аm1360\text{ m}1360┬аm.

ЁЯФв Key Formulas

N=g1тИТg2N = g_1 - g_2N=g1тАЛтИТg2тАЛ тАФ Total algebraic change in grade

L=(Nr)├ЧlL = \left(\frac{N}{r}\right) \times lL=(rNтАЛ)├Чl тАФ Length of vertical curve (LLL), where rrr is rate of change of grade and lll is chain length

тЪЩя╕П Working Principle

Vertical curves are designed as simple parabolas in highway and railway engineering to provide a gradual change in gradient between two intersecting grade lines. The parabolic shape ensures a constant rate of change of grade per unit distance, leading to a smooth transition and comfortable vertical motion for vehicles.

ЁЯУМ Key Points
  • тЦ╕

    Algebraic difference in grades: N=(+1.9%)тИТ(тИТ1.5%)=3.4%N = (+1.9\%) - (-1.5\%) = 3.4\%N=(+1.9%)тИТ(тИТ1.5%)=3.4%.

  • тЦ╕

    Rate of change of grade (rrr) = 0.25%0.25\%0.25% per 100┬аm100\text{ m}100┬аm chain length.

  • тЦ╕

    Number of chains required = Nr=3.40.25=13.6\frac{N}{r} = \frac{3.4}{0.25} = 13.6rNтАЛ=0.253.4тАЛ=13.6 chains.

  • тЦ╕

    Total curve length = 13.6├Ч100┬аm=1360┬аm13.6 \times 100\text{ m} = 1360\text{ m}13.6├Ч100┬аm=1360┬аm.

тЬЕ Advantages
  • тЦ╕

    Provides a constant rate of change of grade, ensuring uniform acceleration and comfort.

  • тЦ╕

    Parabolic profile simplifies vertical survey calculations and field layout.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Requires sufficient sight distance, which can significantly lengthen summit curves.

  • тЦ╕

    Cannot easily be adjusted if ground profiles change abruptly.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Design of summit and sag vertical curves on highways.

  • тЦ╕

    Gradient transitions in railway track design.

ЁЯУД Additional Information
  • тЦ╕

    Option A (1360┬аm1360\text{ m}1360┬аm) correctly gives the length in meters.

  • тЦ╕

    Option B repeats 1360┬аm1360\text{ m}1360┬аm, while Option C incorrectly uses kilometers (1360┬аkm1360\text{ km}1360┬аkm).

ЁЯУК Diagram / Illustration
Length of Vertical Curve FormulaTotal Algebraic Change in Grade (N = gтВБ - gтВВ)Rate of Change of Grade per Chain (r)L = (N / r) ├Ч Chain Length
тЬЕ

A is correct тАФ The total grade change of 3.4%3.4\%3.4% divided by 0.25%0.25\%0.25% per chain yields 13.613.613.6 chain lengths, which equals 1360┬аm1360\text{ m}1360┬аm.

Core Concepts Used
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Vertical Curves Parabolic Curve Layout Grade Changes in Surveying
ЁЯТб EXAM TIP

Always convert grade differences into a single signed algebraic difference (g1тИТg2g_1 - g_2g1тАЛтИТg2тАЛ) before applying the rate of change formula to avoid sign errors.

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