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 + g1 x]  
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 
      
        Thus, 
        
          
           
         
      Therefore R.L. at the highest point,
      
        Y = - 0.0001 (75)2 
        
           = - 0.5625 + 1.125 + 184.295 = 184.858 m 
         
         
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