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Design
“Sag
Curve”.


































 Where
;


 
 
 Y
=
the
lowest
point
of
the
curve


 
 
 C
=
height
of
PVC
from
Datum
where
x
=
0.



From
the
equation
of
parabolics,
differentiation
of
....




 
 𝑌 = 𝑎𝑥!
+ 𝑏𝑥 + 𝑐




 

!"
!"
= 2𝑎𝑥 + 𝑏


 
curve
gradient




therefore,

at
PVC,

x
=
0




 

!"
!"
= 𝑏




and

G1
=
b
(
in
percentage)
=
initial
gradient





Rate
of
slope
changes




 
 From
the
curve
gradient,
we

do
the
2nd
differentiation
to

get
the
rate
of
slope
changes.




 

!"
!"
= 2𝑎𝑥 + 𝑏



PVC
 PVT

PVI

C

‐G1

+G2

Y
=
ax2
+
bx+
c

cdifferentiation

Parabolics
Equation

Y

Datum

T
T









!"
!"
= 2𝑎,

where
the
rate
of
slope
changes
from
geometric
design





















is


!!!!!
!




Therefore,



2𝑎 =

!!!!!
!

,




 
 a

=

!!!!!
!!






Example



A 500-meter equal-tangent sag vertical curve has the PVC at station
100+00 with an elevation of 1000 m. The initial grade is -4% and the final
grade is +2%.
Determine the stationing and elevation of the PVI, the PVT, and the
lowest point on the curve


Solution

















































































 Where

T(tangent)
=
500
m

PVC
 PVT

PVI

1000
m

‐4%
 +2%

Y
=
ax2
+
bx+
c

cdifferentiation

Parabolics
Equation

100+00

Y

x



a.
Determine
the
stationing
at
PVI
and
PVT




 We
know
that,

the
curve
length,
L

for
vertical
curve
design
is
...




 
 L
=
2T,




 So
that,






PVI


=
PVC
+
tangent


 
 


 
 
 







 =

(100+00)
+
500
m




 
 
 
 =

(100+00)
+
(5+00)

=

105+00
stn.




 
 
 

PVT

=
PVC
+
L


 
 
 
 


 
 
 
 =

(100+00)
+
1000
m




 
 
 
 =

(100+00)
+
(10+00)
=
110+00
stn








b.
Determinethe
elevation
of
PVI
and
PVT
from
datum






 
 




















 Heigth
of

PVI
=
1000 −
!!
!"# 
𝑥 5𝑠𝑡𝑛 = 980
m









PVC

PVI

T
=
500m

‐4%

1000
m

???

Datum

























Heigth
of

PVT
=
980 +
!!
!"# 
𝑥 5𝑠𝑡𝑛 = 990
m





c.
The
lowest
point
on
the
curve




 From
the
parabolics
equation,


𝑌 = 𝑎𝑥!
+ 𝑏𝑥 + 𝑐




 Find,


a

=

?




 
 

b

=

?















 

c

=

Elevation
of
PVC
=
1000
m




 
 

b

=

G1

=
‐4%







































=

−4
𝑠𝑡𝑛




 
 


 
 a

=

!!!!!
!!


=

!!(!!)
!(!")!"#









where,
L
=
2T
=
2(500)



































































 
 







1000m

=
10
stn


























=
6
20𝑠𝑡𝑛

=
0.3/stn






 From
the
equation
of
gradient,


!"
!"
= 2𝑎𝑥 + 𝑏




 When

!"
!"
= 0,







2ax
+
b

=
0














































2(0.3/stn)x

+
(‐4)
=
0





PVT

PVI

T
=
500m

+2%

980m

???

Datum




 
 
 
 2(0.3/stn)x

+
(‐4)
=
0


 
 
 
 







!.!!
!"#
− 4 = 0



0.6x

=
4
stn


x






=

6.67
stn

=

6.7
stn
=
670
m
=
6+70
stn





So,
the
distance
of
the
lowest
point
of
curve
is...




 Dist
point
from
PVC

=
PVC
+
x


 
 
 
 
 =

(100+00)
+
(6+70)


 
 
 
 
 =

106+70
stn






 The
lowest
point
of
curve,




Y


 =

ax2
+
bx
+
c

=

 0.3
𝑠𝑡𝑛 6.7!
𝑠𝑡𝑛 + −4/𝑠𝑡𝑛 6.7𝑠𝑡𝑛 +  1000m

=
986.6
m




















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Design sag curve

  • 1. Design
“Sag
Curve”.
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 Where
;
 
 
 
 Y
=
the
lowest
point
of
the
curve
 
 
 
 C
=
height
of
PVC
from
Datum
where
x
=
0.
 
 From
the
equation
of
parabolics,
differentiation
of
....
 
 
 
 𝑌 = 𝑎𝑥! + 𝑏𝑥 + 𝑐
 
 
 
 !" !" = 2𝑎𝑥 + 𝑏


 
curve
gradient

 
 therefore,

at
PVC,

x
=
0
 
 
 
 !" !" = 𝑏




and

G1
=
b
(
in
percentage)
=
initial
gradient
 
 
 Rate
of
slope
changes
 
 
 
 From
the
curve
gradient,
we

do
the
2nd
differentiation
to
 get
the
rate
of
slope
changes.
 
 
 
 !" !" = 2𝑎𝑥 + 𝑏
 
 PVC
 PVT
 PVI
 C
 ‐G1
 +G2
 Y
=
ax2
+
bx+
c
 cdifferentiation
 Parabolics
Equation
 Y
 Datum
 T
T

  • 2. 






 !" !" = 2𝑎,

where
the
rate
of
slope
changes
from
geometric
design

 


















is

 !!!!! ! 
 
 Therefore,



2𝑎 =
 !!!!! ! 
,
 
 
 
 a

=
 !!!!! !! 
 
 
 Example
 
 A 500-meter equal-tangent sag vertical curve has the PVC at station 100+00 with an elevation of 1000 m. The initial grade is -4% and the final grade is +2%. Determine the stationing and elevation of the PVI, the PVT, and the lowest point on the curve 
 Solution
 
 
 
 
 
 
 
 
 
 
 
 














































 
 
 
 
 

 Where

T(tangent)
=
500
m
 PVC
 PVT
 PVI
 1000
m
 ‐4%
 +2%
 Y
=
ax2
+
bx+
c
 cdifferentiation
 Parabolics
Equation
 100+00
 Y
 x

  • 3. 
 a.
Determine
the
stationing
at
PVI
and
PVT
 
 
 We
know
that,

the
curve
length,
L

for
vertical
curve
design
is
...
 
 
 
 L
=
2T,
 
 
 So
that,






PVI


=
PVC
+
tangent
 
 
 
 
 
 
 







 =

(100+00)
+
500
m
 
 
 
 
 
 =

(100+00)
+
(5+00)

=

105+00
stn.
 
 
 
 
 

PVT

=
PVC
+
L
 
 
 
 
 
 
 
 
 
 =

(100+00)
+
1000
m
 
 
 
 
 
 =

(100+00)
+
(10+00)
=
110+00
stn

 
 
 
 b.
Determinethe
elevation
of
PVI
and
PVT
from
datum
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 Heigth
of

PVI
=
1000 − !! !"#  𝑥 5𝑠𝑡𝑛 = 980
m
 
 
 
 
 PVC
 PVI
 T
=
500m
 ‐4%
 1000
m
 ???
 Datum

  • 4. 
 
 
 
 
 
 
 
 
 
 
 
 Heigth
of

PVT
=
980 + !! !"#  𝑥 5𝑠𝑡𝑛 = 990
m
 
 
 c.
The
lowest
point
on
the
curve
 
 
 From
the
parabolics
equation,


𝑌 = 𝑎𝑥! + 𝑏𝑥 + 𝑐
 
 
 Find,


a

=

?
 


 
 

b

=

?

 












 

c

=

Elevation
of
PVC
=
1000
m
 
 
 
 

b

=

G1

=
‐4%
 





































=

−4 𝑠𝑡𝑛
 
 
 
 
 
 
 a

=
 !!!!! !! 

=
 !!(!!) !(!")!"# 








where,
L
=
2T
=
2(500)
 

































































 
 







1000m

=
10
stn
 
























=
6 20𝑠𝑡𝑛

=
0.3/stn
 
 
 
 From
the
equation
of
gradient,

 !" !" = 2𝑎𝑥 + 𝑏
 
 
 When
 !" !" = 0,







2ax
+
b

=
0
 












































2(0.3/stn)x

+
(‐4)
=
0
 
 
 PVT
 PVI
 T
=
500m
 +2%
 980m
 ???
 Datum

  • 5. 
 
 
 
 
 2(0.3/stn)x

+
(‐4)
=
0
 
 
 
 
 




 
 !.!! !"# − 4 = 0
 
 0.6x

=
4
stn
 
x






=

6.67
stn

=

6.7
stn
=
670
m
=
6+70
stn
 
 
 So,
the
distance
of
the
lowest
point
of
curve
is...
 
 
 Dist
point
from
PVC

=
PVC
+
x
 
 
 
 
 
 =

(100+00)
+
(6+70)
 
 
 
 
 
 =

106+70
stn


 
 
 The
lowest
point
of
curve,

 
 Y


 =

ax2
+
bx
+
c
 =

 0.3 𝑠𝑡𝑛 6.7! 𝑠𝑡𝑛 + −4/𝑠𝑡𝑛 6.7𝑠𝑡𝑛 +  1000m
 =
986.6
m