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Vertical curve +1.25% and +4.75%, 1267.70 m

Short answer

Using mid-ordinate e = 0.7 m, L = 800×0.7/|4.75−1.25| = 160 m. Equal-tangent sag curve: BVC at 1700 m (1266 m), EVC at 1860 m (1270.8 m). Lowest point at BVC, highest at EVC.

A grade of 1.25% meets another grade of 4.75%. The elevation and chainage of intersection point are 1267 m and 1+780 km. Field condition requires that the vertical curve should pass through a point of elevation 1267.70 m at chainage (1+780) km. Compute a suitable equal tangent vertical curve and full station elevation. Use parabolic equation.

Chainage of IP =1+780= 1+780 km =1780= 1780 m. Peg interval is not stated; the usual 30 m is used.

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=1267.7−1267=0.7 m ⇒ ∣e∣=0.7 me = 1267.7 - 1267 = 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=1780−80=1700 mCh. of EVC=1780+80=1860 mRL of BVC=1267−(1.25)100×80=1266 mRL of EVC=1267+(4.75)100×80=1270.8 m\begin{aligned} \text{Ch. of BVC} &= 1780 - 80 = 1700\ \text{m}\\ \text{Ch. of EVC} &= 1780 + 80 = 1860\ \text{m}\\ \text{RL of BVC} &= 1267 - \frac{(1.25)}{100}\times 80 = 1266\ \text{m}\\ \text{RL of EVC} &= 1267 + \frac{(4.75)}{100}\times 80 = 1270.8\ \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)
170001266.0000.0001266.000
1710101266.125+0.0111266.136
1740401266.500+0.1751266.675
1770701266.875+0.5361267.411
18001001267.250+1.0941268.344
18301301267.625+1.8481269.473
18601601268.000+2.8001270.800

Check: the last curve RL (1270.8 m) equals the RL of EVC (1270.8 m), and the curve at the IP chainage lies 0.7 m above the IP, at RL 1267.7 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 1266 m) and the highest level is at the EVC (RL 1270.8 m).

Answer: L=160L = 160 m, BVC at 1700 m (RL 1266 m), EVC at 1860 m (RL 1270.8 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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