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Vertical curve +1.25% and +4.75%, 1518.30 m

Short answer

Mid-ordinate e = 0.7 m gives L = 160 m. BVC at 1950 m (RL 1516.6 m), EVC at 2110 m (RL 1521.4 m). Curve elevations from parabolic equation; at IP chainage 2030 m, RL = 1518.3 m as required.

A grade of 1.25% meets another grade of 4.75%. The elevation and chainage of intersection point are 1517.60 and 2+030 km. Field condition requires that the vertical curve should pass through a point of elevation 1518.30 m at chainage (2+030) km. Compute a suitable equal tangent vertical curve and full station elevations. Use parabolic equation. Take peg interval 30 m.

Chainage of IP =2+030= 2+030 km =2030= 2030 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 sag curve, so the curve lies above the IP:

e=1518.3−1517.6=0.7 m ⇒ ∣e∣=0.7 me = 1518.3 - 1517.6 = 0.7\ \text{m}\ \Rightarrow\ |e| = 0.7\ \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∣=800×0.7∣4.75−(1.25)∣=5603.5=160 mL = \frac{800\,e}{|g_2-g_1|} = \frac{800\times 0.7}{|4.75-(1.25)|} = \frac{560}{3.5} = 160\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=80L/2 = 80 m.

Ch. of BVC=2030−80=1950 mCh. of EVC=2030+80=2110 mRL of BVC=1517.6−(1.25)100×80=1516.6 mRL of EVC=1517.6+(4.75)100×80=1521.4 m\begin{aligned} \text{Ch. of BVC} &= 2030 - 80 = 1950\ \text{m}\\ \text{Ch. of EVC} &= 2030 + 80 = 2110\ \text{m}\\ \text{RL of BVC} &= 1517.6 - \frac{(1.25)}{100}\times 80 = 1516.6\ \text{m}\\ \text{RL of EVC} &= 1517.6 + \frac{(4.75)}{100}\times 80 = 1521.4\ \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=1.25%g_1 = 1.25\%, g2=4.75%g_2 = 4.75\%, L=160L = 160 m, so the offset is y=(3.5)x2200×160y = \frac{(3.5)x^2}{200\times 160} and pegs are taken at multiples of 30 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
195001516.6000.0001516.600
1980301516.975+0.0981517.073
2010601517.350+0.3941517.744
2040901517.725+0.8861518.611
20701201518.100+1.5751519.675
21001501518.475+2.4611520.936
21101601518.600+2.8001521.400

Check: the last curve RL (1521.4 m) equals the RL of EVC (1521.4 m), and the curve at the IP chainage lies 0.7 m above the IP, at RL 1518.3 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 1516.6 m) and the highest level is at the EVC (RL 1521.4 m).

Answer: L=160L = 160 m, BVC at 1950 m (RL 1516.6 m), EVC at 2110 m (RL 1521.4 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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