- Asked 3/26
- 2076 Bhadra · 6 marks
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 km 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 of the curve.
Step 1: Length of the curve
The curve is a sag curve, so the curve lies above the IP:
For an equal-tangent parabola, (grades in %), hence
Step 2: BVC, EVC and their levels
The curve is a sag (valley) 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) |
|---|---|---|---|---|
| 1700 | 0 | 1266.000 | 0.000 | 1266.000 |
| 1710 | 10 | 1266.125 | +0.011 | 1266.136 |
| 1740 | 40 | 1266.500 | +0.175 | 1266.675 |
| 1770 | 70 | 1266.875 | +0.536 | 1267.411 |
| 1800 | 100 | 1267.250 | +1.094 | 1268.344 |
| 1830 | 130 | 1267.625 | +1.848 | 1269.473 |
| 1860 | 160 | 1268.000 | +2.800 | 1270.800 |
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: 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)
Related questions
- Vertical curve +1.25% and +4.75%, 1518.30 m · Surveying II, chapter 6 · asked 7×
- Vertical curve, -3.5% and +0.5%, 3268 m · Surveying II, chapter 6 · asked 3×
- Vertical curve +3.5% and -0.5%, 1266 m at 780 · Surveying II, chapter 6 · asked 8×
- Vertical curve +0.5% and -3.5%, 1266 m at 780 · Surveying II, chapter 6 · asked 9×
- Vertical curve -3.5% and +5%, 1268 m at 780 · Surveying II, chapter 6 · asked 3×
- Vertical curve +3.5% and -2.75%, 30 m pegs · Surveying II, chapter 6 · asked 7×
- Vertical curve -2.5% and +3.5%, 1268.50 m · Surveying II, chapter 6 · asked 9×
- Vertical curve -3.5% and -0.5%, 1268 m · Surveying II, chapter 6
- Vertical curve +4% and -3%, through given point · Transportation Engineering I, chapter 3
- Vertical curve -3.25% and +3.75%, 225 m · Transportation Engineering I, chapter 3
- Vertical curve chainage and elevations, R 8000 m · Transportation Engineering I, chapter 3
- Vertical curve, -3% and 1.5% at chainage 2000 · Transportation Engineering I, chapter 3