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Vertical curve -3.5% and +5%, 1268 m at 780

Short answer

Equal-tangent parabolic vertical curve. L = 200 m from mid-ordinate e = 1 m. BVC chainage 680 m, RL 1270.5 m; EVC chainage 880 m, RL 1267.5 m. Peg RLs computed with y = RL_BVC + g1 x/100 + (g2-g1)x²/(200L). Lowest point at chainage 855 m, RL 1267.438 m.

A grade of -3.5% meets another grade of +0.5%. The elevation and chainage of IP are 1267.00 m and 780 m respectively. Field condition requires that the vertical curve should pass through a point of elevation 1268 m at chainage 780 m. Compute a suitable equal tangent vertical curve and full stations elevations when normal chord = 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 sag curve, so the curve lies above the IP:

e=1268−1267=1 m ⇒ ∣e∣=1 me = 1268 - 1267 = 1\ \text{m}\ \Rightarrow\ |e| = 1\ \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∣=800×1∣0.5−(−3.5)∣=8004=200 mL = \frac{800\,e}{|g_2-g_1|} = \frac{800\times 1}{|0.5-(-3.5)|} = \frac{800}{4} = 200\ \text{m}

Step 2: BVC, EVC and their levels

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

Ch. of BVC=780−100=680 mCh. of EVC=780+100=880 mRL of BVC=1267−(−3.5)100×100=1270.5 mRL of EVC=1267+(0.5)100×100=1267.5 m\begin{aligned} \text{Ch. of BVC} &= 780 - 100 = 680\ \text{m}\\ \text{Ch. of EVC} &= 780 + 100 = 880\ \text{m}\\ \text{RL of BVC} &= 1267 - \frac{(-3.5)}{100}\times 100 = 1270.5\ \text{m}\\ \text{RL of EVC} &= 1267 + \frac{(0.5)}{100}\times 100 = 1267.5\ \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=−3.5%g_1 = -3.5\%, g2=0.5%g_2 = 0.5\%, L=200L = 200 m, so the offset is y=(4)x2200×200y = \frac{(4)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)
68001270.5000.0001270.500
690101270.150+0.0101270.160
720401269.100+0.1601269.260
750701268.050+0.4901268.540
7801001267.000+1.0001268.000
8101301265.950+1.6901267.640
8401601264.900+2.5601267.460
8701901263.850+3.6101267.460
8802001263.500+4.0001267.500

Check: the last curve RL (1267.5 m) equals the RL of EVC (1267.5 m), and the curve at the IP chainage lies 1 m above the IP, at RL 1268 m.

Step 4: Lowest point

At the lowest point the grade is zero, so x=−g1Lg2−g1=3.5×2004=175x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{3.5\times 200}{4} = 175 m from BVC.

  • Chainage = 680 + 175 = 855 m
  • RL = 1270.5 + (-3.5/100)(175) + (4)(175)²/(200 × 200) = 1267.438 m

Answer: L=200L = 200 m, BVC at 680 m (RL 1270.5 m), EVC at 880 m (RL 1267.5 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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