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Vertical curve 180 m, -3.5% then +4.5%, IP 2450

Short answer

The 180 m parabolic sag curve has BVC at chainage 2360 m RL 903.150 m and EVC at 2540 m RL 904.050 m. The lowest point occurs at 78.75 m from BVC (chainage 2438.75 m) with RL 901.772 m. RLs at 20 m intervals are obtained by adding grade line elevation and offset.

A down grade of 3.5% is followed by an upgrade of 4.5%. The reduced level and chainage of IP are 900.00 m and 2450.00 m respectively. A vertical parabolic curve 180 m long is to be introduced to connect the two grades. The pegs are to be fixed at 20 m intervals. Calculate the RLs of curve points including lowest point.

A parabolic vertical curve of the given length is set out by the tangent-offset method.

Step 1: Given data

g1=−3.5%g_1 = -3.5\%, g2=4.5%g_2 = 4.5\%, L=180L = 180 m, change of grade =8%= 8\%. Mid-ordinate e=L∣g2−g1∣800=1.8e = \dfrac{L|g_2-g_1|}{800} = 1.8 m.

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=90L/2 = 90 m.

Ch. of BVC=2450−90=2360 mCh. of EVC=2450+90=2540 mRL of BVC=900−(−3.5)100×90=903.15 mRL of EVC=900+(4.5)100×90=904.05 m\begin{aligned} \text{Ch. of BVC} &= 2450 - 90 = 2360\ \text{m}\\ \text{Ch. of EVC} &= 2450 + 90 = 2540\ \text{m}\\ \text{RL of BVC} &= 900 - \frac{(-3.5)}{100}\times 90 = 903.15\ \text{m}\\ \text{RL of EVC} &= 900 + \frac{(4.5)}{100}\times 90 = 904.05\ \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=4.5%g_2 = 4.5\%, L=180L = 180 m, so the offset is y=(8)x2200×180y = \frac{(8)x^2}{200\times 180} and pegs are taken at multiples of 20 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
23600903.1500.000903.150
238020902.450+0.089902.539
240040901.750+0.356902.106
242060901.050+0.800901.850
244080900.350+1.422901.772
2460100899.650+2.222901.872
2480120898.950+3.200902.150
2500140898.250+4.356902.606
2520160897.550+5.689903.239
2540180896.850+7.200904.050

Check: the last curve RL (904.05 m) equals the RL of EVC (904.05 m), and the curve at the IP chainage lies 1.8 m above the IP, at RL 901.8 m.

Step 4: Lowest point

At the lowest point the grade is zero, so x=−g1Lg2−g1=3.5×1808=78.75x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{3.5\times 180}{8} = 78.75 m from BVC.

  • Chainage = 2360 + 78.75 = 2438.75 m
  • RL = 903.15 + (-3.5/100)(78.75) + (8)(78.75)²/(200 × 180) = 901.772 m

Answer: L=180L = 180 m, BVC at 2360 m (RL 903.15 m), EVC at 2540 m (RL 904.05 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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