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Vertical curve 5% and 3%, 1474.50 m

Short answer

The vertical gap at IP is e = –0.5 m. For equal-tangent parabola, L = 800e/|g2–g1| = 200 m. BVC at chainage 3400 m (RL 1470 m), EVC at 3600 m (RL 1478 m). Curve elevations at 30 m intervals are computed using tangent offsets y = –(g2–g1)x²/(200L).

A grade of 5% meets another grade of 3%. The elevation and chainage of IP are 1475.0 m and 3500 respectively. Field condition require that the vertical curve should pass through a point of elevation 1474.50 m at chainage 3500.00 m compute a suitable equal tangent vertical curve including full station elevations take peg interval 30 m.

An equal-tangent parabolic vertical curve is set out. Because the curve passes through the given level at the IP chainage, the vertical gap between the IP and the curve there is the mid-ordinate ee of the curve.

Step 1: Length of the curve

The curve is a summit curve, so the curve lies below the IP:

e=1474.5−1475=−0.5 m ⇒ ∣e∣=0.5 me = 1474.5 - 1475 = -0.5\ \text{m}\ \Rightarrow\ |e| = 0.5\ \text{m}

For an equal-tangent parabola, e=L ∣g2−g1∣800e = \dfrac{L\,|g_2-g_1|}{800} (grades in %), hence

L=800 e∣g2−g1∣=800×0.5∣3−(5)∣=4002=200 mL = \frac{800\,e}{|g_2-g_1|} = \frac{800\times 0.5}{|3-(5)|} = \frac{400}{2} = 200\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a summit (crest) curve with equal tangent lengths L/2=100L/2 = 100 m.

Ch. of BVC=3500−100=3400 mCh. of EVC=3500+100=3600 mRL of BVC=1475−(5)100×100=1470 mRL of EVC=1475+(3)100×100=1478 m\begin{aligned} \text{Ch. of BVC} &= 3500 - 100 = 3400\ \text{m}\\ \text{Ch. of EVC} &= 3500 + 100 = 3600\ \text{m}\\ \text{RL of BVC} &= 1475 - \frac{(5)}{100}\times 100 = 1470\ \text{m}\\ \text{RL of EVC} &= 1475 + \frac{(3)}{100}\times 100 = 1478\ \text{m} \end{aligned}

Step 3: RL of curve points

Using the tangent-offset form of the parabola (xx measured from BVC, grades in %):

yx=RLBVC+g1x100+(g2−g1)x2200Ly_x = \text{RL}_{BVC} + \frac{g_1 x}{100} + \frac{(g_2-g_1)x^2}{200L}

with g1=5%g_1 = 5\%, g2=3%g_2 = 3\%, L=200L = 200 m, so the offset is y=(−2)x2200×200y = \frac{(-2)x^2}{200\times 200} and pegs are taken at multiples of 30 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
340001470.0000.0001470.000
3420201471.000-0.0201470.980
3450501472.500-0.1251472.375
3480801474.000-0.3201473.680
35101101475.500-0.6051474.895
35401401477.000-0.9801476.020
35701701478.500-1.4451477.055
36002001480.000-2.0001478.000

Check: the last curve RL (1478 m) equals the RL of EVC (1478 m), and the curve at the IP chainage lies 0.5 m below the IP, at RL 1474.5 m.

Step 4: Highest and lowest points

Both grades are rising, so the grade never becomes zero within the curve and there is no turning point; the lowest level is at the BVC (RL 1470 m) and the highest level is at the EVC (RL 1478 m).

Answer: L=200L = 200 m, BVC at 3400 m (RL 1470 m), EVC at 3600 m (RL 1478 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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