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Reversed Curves in Surveying: Definition, Elements, and Calculations, Lecture notes of Civil Engineering

An in-depth exploration of reversed curves in surveying, including their definition, elements, and calculations for various scenarios. It covers reversed curves with parallel and converging tangents, constructing lines and triangles, and using trigonometric functions to determine distances and angles.

Typology: Lecture notes

2018/2019

Available from 03/02/2024

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GEFS (FOUNDAMENTALS OF SURVEYING)
CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES
1 | 10
REVERSED CURVE
Definition:
Reversed curve is a curve formed by two simple curves with their center of curvature
located on opposite side of their common tangent.
Types of Reversed Curve
1. Reversed curve with parallel tangents
2. Reversed curve with converging tangents
Reversed curve with parallel tangents
The azimuth or bearing of the back and forward tangents are the same.
Definition of elements:
PRC (Point of Reversed Curve) the point where the two simple curves meet at the
common tangent.
P = perpendicular (shortest) distance between the parallel tangents
All other elements with subscript 1 and 2 refer to the elements of the first simple curve
and the second simple curve, respectively.
If the common tangent will intersect the back and forward tangents, which are parallel to
each other, the common tangent will make the same angle of intersection with the two
parallel tangents. Thus I1 = I2 = I.
Also, the line 𝑃𝐶,𝑃𝑅𝐶
and line 𝑃𝑅𝐶,𝑃𝑇
makes the same angle with the common tangent,
thus the line 𝑃𝐶,𝑃𝑅𝐶,𝑃𝑇
(long chord of the reversed curve) is a straight line.
The length of the common tangent is equal to the sum of the tangent distances of the two
simple curves. That is V1V2 = (T1 + T2).
Also, the long chord of the reversed curve (LC) is equal to the sum of the long chords of
the two simple curves. That is LC = (LC1 + LC2).
PC
PT
PRC
O1
O2
R1
R2
V1
V2
R2
R1
P
I2
I2
I1
I1
I1/2
I2/2
T1
T2
X
pf3
pf4
pf5
pf8
pf9
pfa

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CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

REVERSED CURVE

Definition:

Reversed curve is a curve formed by two simple curves with their center of curvature

located on opposite side of their common tangent.

Types of Reversed Curve

  1. Reversed curve with parallel tangents
  2. Reversed curve with converging tangents

Reversed curve with parallel tangents

The azimuth or bearing of the back and forward tangents are the same.

Definition of elements:

PRC (Point of Reversed Curve) – the point where the two simple curves meet at the

common tangent.

P = perpendicular (shortest) distance between the parallel tangents

All other elements with subscript 1 and 2 refer to the elements of the first simple curve

and the second simple curve, respectively.

If the common tangent will intersect the back and forward tangents, which are parallel to

each other, the common tangent will make the same angle of intersection with the two

parallel tangents. Thus I 1 = I 2 = I.

Also, the line 𝑃𝐶, 𝑃𝑅𝐶

and line 𝑃𝑅𝐶, 𝑃𝑇

makes the same angle with the common tangent,

thus the line 𝑃𝐶, 𝑃𝑅𝐶, 𝑃𝑇

(long chord of the reversed curve) is a straight line.

The length of the common tangent is equal to the sum of the tangent distances of the two

simple curves. That is V 1 V 2 = (T 1 + T 2 ).

Also, the long chord of the reversed curve (LC) is equal to the sum of the long chords of

the two simple curves. That is LC = (LC 1

+ LC

2

PC

PT

PRC

O 1

O 2

R 1

R 2

V 1

V 2

R

2

R

1

P

I

2

I

2

I

1

I

1

I 1

/

I 2

/

T 1

T 2

X

CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

Construct a line passing through V 2

perpendicular to the two parallel tangents, right

triangle V 2 XV 1 is formed. From the right triangle formed, P = (T 1 + T 2 )(tan I).

Reversed Curve with Converging Tangents

The back and forward tangents of the reversed curve will intersect at the vertex, V.

Elements:

T

L

= tangent distance from point PC to point V (vertex)

TS = tangent distance from point PT to point V

I = angle of intersection of the back and forward tangents

All other elements with subscript 1 and 2 refer to the elements of the first simple curve

and the second simple curve, respectively.

Isolate triangle V 1 V 2 V

0

1

2

2

1

Sine Law:

𝐿

1

2

𝑆

2

1

1

2

𝐿

1

2

𝐿

1

2

2

1

PC

PRC

PT

V

V 1

V 2

O 1

O 2

R 1

R 2

R 1

I 1

I 2

I 1

I 2

I

T

1

V

1

V

V

2

I

I

1

I 2

(180 – I 2

)

CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

1

1

2

2

1

1

1

2

OR

Construct a line passing through point PRC parallel to the parallel tangents dividing the

parallel distance between the parallel tangents into two line segments (i.e. X and Y) and

forming two right triangles (i.e. right triangles DAO 1

and DBO 2

). Then

From right triangle DAO 1

1

1

1

1

1

1 − cos 𝐼

From right triangle DBO 2

2

2

2

2

2

( 1 − cos 𝐼)

Substitute

1

1 − cos 𝐼

2

1 − cos 𝐼

1

2

1 − cos 𝐼

2

2

( 1 − cos 44 )

And

2

2

0

The other requirements will be same above.

PC

PT

PRC

O 1

O 2

R 1

R

2

V 1

V 2

R

2

R

1

I

I

I

I

T 1

T 2

N

260

0

304

0

A

B

D

CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

OR:

Construct a line passing through one of the centers of curvature (i.e. line O 1

AB) of

the simple curves parallel to the long chord of the reversed curve and a line

extension (i.e. line PTB) forming an isosceles triangle (i.e. triangle O 1 O 2 B). Draw

the perpendicular bisector O 2 V 2 A forming two right triangles with one acute equal

to I/2. Construct a line passing through PT perpendicular to the parallel tangents

forming a right triangle with one acute angle equal to I/2 and side measurements

equal to P and LC respectively.

Triangles DCPC and O 2 AB are similar right tringles. Using ratio and proportion with

angle I/2 as reference

2

1

2

1

2

2

From right triangle DCPC

1

2

sin

1

2

sin

2

PC

PT

PRC

O 1

O 2

R 1

R 2

V 1

V 2

R

2

R

1

I

I

I

I

T 1

T 2

N

260

0

304

0

A

B

I/

R 1

C

D

I/

CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

2

2

2

Isolate triangle V 1 V 2 V

0

1

2

2

1

Sine Law:

𝐿

1

2

𝑆

2

1

1

2

𝐿

1

2

𝐿

1

2

2

1

1

1

1

  1. 338 sin 34 − 110. 266 sin 60

sin 34 + sin 60

𝑆

1

2

1

2

𝑺

𝟐

𝟐

1

1

1

1

1

1

1

1

1

1

1

0

V

1

V

V

2

I

I

1

I 2

(180 – I 2

)

CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

2

𝑆

2

2

𝑆

  1. The azimuths of the two converging tangents of a reversed curve are 275

0

and

0

. The tangential distance from the point of curvature of the reversed curve to

the point of intersection of the two converging tangents is 339.338 meters. The

degree of the simple curve tangent to the back tangent is 4

0

while the degree of

curve of the curve tangent to the forward tangent is 6

0

. Determine the central

angles of the two simple curve and the tangent distance from PT to V. Use arc

basis. (variation of sample problem no. 2)

Given:

D 1 = 4

0

D

2

0

I = 275 – 241 = 34

0

Required: I 1 , I 2 , TS

Solution:

Convert the reversed with converging tangents into a reversed curve with parallel

tangents by extending or shortening a simple curve. For example, the back tangent

direction will be retained, the simple curve tangent to the forward tangent will be

shortened until such that its tangent will be parallel to the back tangent. And if the

forward tangent will be one to be retained, the simple curve tangent to the back

tangent will be extended beyond PC until its tangent will be parallel to the forward

tangent (this sample problem). Use the perpendicular distance between the

parallel tangents to establish an equation using identity (whole = sum of its parts).

P = X + Y

PC

PRC

PT

V

V 1

V 2

O 1

O 2

R 1

R 2

R 1

I 1

I 2

I 1

I 2

I

T

1

N

275

0

241

0

X

Y

P

A

B

C

D

E

F

G

I

I 2

R 1

CBLAMSIS UNIVERSITY OF THE CORDILLERAS REVERSED CURVES

From right triangle DEV

cos 𝐼 =

𝐿

𝐿

cos 𝐼

From right triangle DBO 1

sin 𝐼 =

1

1

sin 𝐼

From right triangle FAO 1

2

1

1

2

From right triangle FGO 2

2

2

2

2

Substitute

𝑆

𝑆

𝐿

cos 𝐼 + 𝑅

1

sin 𝐼 − 𝑅

1

2

2

2

𝑆

= 339. 338 cos 34 + 286. 479 sin 34 − 286. 479 𝑠𝑖𝑛 60 − 190. 986 𝑠𝑖𝑛 60

𝑺