---
title: "Derive RL on parabolic vertical curve"
subject: "Surveying II"
chapter: 6
key: "semester_4/surveying_ii:parabolic-vertical-curve-rl-expression"
source: https://www.bctengineer.com/q/semester_4/surveying_ii/parabolic-vertical-curve-rl-expression
site: BCT Engineering
---

# Derive RL on parabolic vertical curve

Surveying II · Chapter 6: Curves

- Asked in: 2072 Asoj, 6 marks
- Video: [Solved Example of Vertical Curve (Crest Curve): Complete calculations of vertical parabolic curve](https://www.youtube.com/watch?v=wX8KNsVjoT0) — CIVIL Solved
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_4/surveying_ii/parabolic-vertical-curve-rl-expression
- Whole chapter: https://www.bctengineer.com/md/semester_4/surveying_ii/chapter-6

## Question

Derive the expression that in a parabolic shaped vertical curve, RL of any curve point 'P' is equal to $y_P = \frac{(g_2 - g_1)x^2}{200L} + \frac{g_1 x}{100} + \text{RL of BVC}$ where, $g_1$ and $g_2$ are percentage of grade of two tangents, $L$ is the total length of curve and $x$ is the chord distance taken from BVC. Also find the formula to determine lowest and highest point of the curve.

## Short answer

For a parabolic vertical curve, rate of grade change constant yields RL at x from BVC as y = (g2−g1)x²/(200L) + g1 x/100 + RL_BVC, with grades in %. Highest/lowest point where grade zero: x = g1 L/(g1−g2); it lies on the curve only if g1 and g2 have opposite signs.

## Answer

A parabolic vertical curve is used because the rate of change of grade is constant along the curve. This gives smooth riding and simple computation.

#### Derivation
Take the origin at BVC, $x$ horizontal along the chord distance, $y$ the level. The rate of change of grade is constant, so with grades in % (rise per 100 m):

$$
\frac{d^2y}{dx^2} = \frac{g_2-g_1}{100\,L}
$$

Integrate once. At $x=0$ the slope is the first grade, $dy/dx = g_1/100$:

$$
\frac{dy}{dx} = \frac{g_1}{100} + \frac{(g_2-g_1)\,x}{100L}
$$

Check: at $x = L$, $dy/dx = g_2/100$, as required. Integrate again, with $y = \text{RL of BVC}$ at $x=0$:

$$
y_P = \frac{(g_2-g_1)\,x^2}{200L} + \frac{g_1 x}{100} + \text{RL of BVC}
$$

The first term is the offset of the curve from the tangent, and $g_1x/100 + \text{RL}_{BVC}$ is the level on the first tangent.

#### Highest or lowest point
At the highest (summit) or lowest (sag) point the grade is zero, $dy/dx = 0$:

$$
\frac{g_1}{100} + \frac{(g_2-g_1)\,x}{100L} = 0 \quad\Rightarrow\quad x = \frac{g_1 L}{g_1-g_2}
$$

Substituting this $x$ in the level equation gives the RL of that point:

$$
\text{RL}_{max/min} = \text{RL}_{BVC} + \frac{g_1 x}{100} + \frac{(g_2-g_1)x^2}{200L} = \text{RL}_{BVC} + \frac{g_1 x}{200}
$$

If $g_1 > g_2$ (summit curve) this is the highest point; if $g_1 < g_2$ (sag curve) it is the lowest point. A turning point exists on the curve only if $0 < x < L$, i.e. $g_1$ and $g_2$ have opposite signs.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. Why is a parabola used for a vertical curve?
   A. Rate of change of grade is constant
   B. Grade is constant
   C. Radius is constant
   D. Offsets are constant
   Answer: A. d2y/dx2 is constant. (Key point: Why parabola)

2. Starting equation is
   A. dy/dx = (g2 - g1)/(100L)
   B. d2y/dx2 = (g2 - g1)/(100L)
   C. d2y/dx2 = g1/100
   D. d2y/dx2 = (g2 - g1)x/L
   Answer: B. Constant change of grade over L. (Key point: Second derivative)

3. Integration constants come from
   A. y = 0 at x = L
   B. dy/dx = 0 at x = 0
   C. dy/dx = g1/100 and y = RL BVC at x = 0
   D. dy/dx = g2/100 at x = 0
   Answer: C. Origin at BVC. (Key point: Boundary conditions)

4. Highest or lowest point is at
   A. x = L/2 always
   B. x = g2 L/(g1 + g2)
   C. x = (g1 - g2)/L
   D. x = g1 L/(g1 - g2), only if 0 < x < L
   Answer: D. Set dy/dx = 0; it needs g1 and g2 of opposite signs. (Key point: Turning point)

## Related in Surveying II

- [Vertical curve -0.7% and +0.5%, IP RL 650](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Avertical-curve-neg07-pos05-rl-ip) — Surveying II, chapter 6
- [Vertical curve -1% and +0.5% by parabolic method](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Avertical-curve-parabolic-neg1-pos05-ip) — Surveying II, chapter 6, asked 2×
- [Vertical curve +0.5% and -0.7%, IP RL 350.750](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Avertical-curve-pos05-neg07-ip-500) — Surveying II, chapter 6
- [Vertical curve -2% and +3%, IP 2600, 0.5% per 20 m](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Avertical-curve-2down-3up-ip-2600) — Surveying II, chapter 6
- [Vertical curve -0.5% and +0.7%, IP RL 500](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Avertical-curve-neg05-pos07-ip-1000) — Surveying II, chapter 6
- [Vertical curve 200 m, +1.50% then -2.5%](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Avertical-curve-200m-upward-15-down) — Surveying II, chapter 6

## Related in other subjects

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