Examples

Ex40-1: A 200 meter equal tangent parabolic vertical curve is to be placed to negotiate a upward grade of 1.50% followed by a downward grade at 2.5% intersecting at a station having elevation 185.795 m above mean sea level. Calculate elevations at even 20 m stations on the vertical curve and determine the station and elevation of the highest point on the vertical curve.

Solution : Refer Figure Ex40-1(a)

The elevation of BVC = 185.795 - 0.015 x 100

= 184.295 m (above msl)

The elevation of EVC = 185.795 - 0.025 x 100

= 183.295 m (above msl)

From, the equation of parabola, the general equation of a vertical curve, is given by Equation (40.8)

in which, Y equals the elevation on the vertical curve at a distance X from BVC (Figure Ex40-1(a))

Given grade of first tangent, g1 = + 1.5% = + 0.015

grade of second tangent, g2 = - 2.5% = - 0.025

Length of the vertcal curve, L = 200 m

Substituting the given values, we get

Table Ex.40-1 (a) Elevation of a vertical curve by Equation of Parabola (Figure Ex40-1 (a))

Points
x (m)
- 0.0001 X2
0.015 X (m)
R.L. of BVC (m)
R.L. of the point on vertcal curve (m)
BVC
0
0
0
184.295
184.295
a
20
- 0.04
0.30
184.555
b
40
- 0.16
0.60
184.735
c
60
- 0.36
0.90
184.835
d
80
- 0.64
1.20
184.855
e
100
- 1.00
1.50
184.795
f
120
- 1.44
1.80
184.655
g
140
- 1.96
2.10
184.435
h
160
- 2.56
2.0
184.135
i
180
- 3.24
2.70
184.755
EVC
200
- 4.00
3.00
184.295

Table Ex. 40.1 (b) Elevation of points on vertical curve using vertical offset method (Figure Ex. 40.1(b))

Points
Distance X (m)

Elevation of Tangent points (m)

[R.L. of BVC + g1x]

Vertical offset from Tangent (m)

Reduce level of formation level on vertcal curve (m)
Point
Elevation (m)
Offset
Length (m)
BVC
0
A
184.295
A
0
184.295
a
20
a'
184.595
a'a
0.04
184.555
b
40
b'
184.895
b'b
0.16
184.735
c
60
c'
184.195
c'c
0.36
184.835
d
80
d'
184.495
d'd
0.64
184.855
e
100
e'
184.795
e'e
1.00
184.795
f
120
f'
184.095
f'f
1.44
184.655
g
140
g'
184.395
g'g
1.96
184.435
h
160
h'
184.695
h'h
2.56
184.135
i
180
i'
184.995
i'i
3.24
183.755
EVC
200
B'
184.295
B'B
4.00
182.295

The highest point is at , from equation (40.9)

Thus,

= 75 m from BVC

Therefore R.L. at the highest point,

Y = - 0.0001 (75)2 + 0.075 x (75) + 184.295

= - 0.5625 + 1.125 + 184.295 = 184.858 m

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