- Asked 8/26
- 2074 Bhadra · 5 marks
Vertical curve +3.5% and -0.5%, 1266 m at 780
Short answer
An equal-tangent parabolic curve is used; mid-ordinate e = 1 m gives length L = 800×1/|−0.5−3.5| = 200 m. BVC at chainage 680 m (RL 1263.5 m), EVC at 880 m (RL 1266.5 m). Highest point at chainage 855 m, RL 1266.56 m.
A grade of 3.5% meets another grade of -0.5%. The elevation and chainage of intersection pt are 1267.00 m and 780.00 m respectively. Field condition requires that vertical curve should pass through a point of elevation 1266.00 m at chainage 780.00 m. Compute a suitable equal tangent vertical curve and full station elevation including highest point. 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 of the curve.
Step 1: Length of the curve
The curve is a summit curve, so the curve lies below the IP:
For an equal-tangent parabola, (grades in %), hence
Step 2: BVC, EVC and their levels
The curve is a summit (crest) curve with equal tangent lengths m.
Step 3: RL of curve points
Using the tangent-offset form of the parabola ( measured from BVC, grades in %):
with , , m, so the offset is and pegs are taken at multiples of 30 m.
| Chainage (m) | x from BVC (m) | Tangent RL (m) | Offset y (m) | Curve RL (m) |
|---|---|---|---|---|
| 680 | 0 | 1263.500 | 0.000 | 1263.500 |
| 690 | 10 | 1263.850 | -0.010 | 1263.840 |
| 720 | 40 | 1264.900 | -0.160 | 1264.740 |
| 750 | 70 | 1265.950 | -0.490 | 1265.460 |
| 780 | 100 | 1267.000 | -1.000 | 1266.000 |
| 810 | 130 | 1268.050 | -1.690 | 1266.360 |
| 840 | 160 | 1269.100 | -2.560 | 1266.540 |
| 870 | 190 | 1270.150 | -3.610 | 1266.540 |
| 880 | 200 | 1270.500 | -4.000 | 1266.500 |
Check: the last curve RL (1266.5 m) equals the RL of EVC (1266.5 m), and the curve at the IP chainage lies 1 m below the IP, at RL 1266 m.
Step 4: Highest point
At the highest point the grade is zero, so m from BVC.
- Chainage = 680 + 175 = 855 m
- RL = 1263.5 + (3.5/100)(175) + (-4)(175)²/(200 × 200) = 1266.562 m
Answer: m, BVC at 680 m (RL 1263.5 m), EVC at 880 m (RL 1266.5 m); curve levels as tabulated.
✓ Answer checked by Claude Opus 5.5 (high effort)
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