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1
The process of establishing
intermediate point on a
straight line between two
end points is known as
ranging.”
2
There are two types of ranging:
1. Direct ranging
2. Indirect ranging
3
Ranging if the points are inter visible
A P Q R B
S
4
Direct ranging is done when the two ends of
the survey lines are inter visible. In such
cases , ranging can be done by eye or
through some optical instrument such as
theodolite etc.
Ranging when points are not visible
5
1. Linear measurements
2. Angular measurements
Linear measurements are further classified as
follows:
i) Horizontal Distance
ii) Vertical Distance
6
• A horizontal distance is measured in
horizontal plane.
• If a distance is measured along a slope, it
is reduced to its horizontal equivalent
7
There are two methods for determining horizontal
distance on sloping ground.
1. Direct Method
2. Indirect Method
8
 This method is also known as “Stepping Method”.
 The horizontal distances are directly measured by the
process of stepping.
 Horizontal distance PQ = S1 + S2 + S3 + S4 + S5
9
 In this method, the sloping side is measured on the
ground and later it is converted into the horizontal
equivalent.
The following methods are adopted for
calculating horizontal distance indirectly:
i) By measuring angle of inclination
ii)By measuring difference of levels
10
2
2
h
L
D 

A
B
C
α
D
L
h
D = L . Cosα
ii)By measuring difference of levels
(Distance along the slope and the
difference in elevation between A and
B are measured.)
11
 A triangle is a simple figure which can be
plotted from the lengths of three sides
even if the angles
are not known.
 In chain survey, the area to be surveyed is
divided into a framework consisting of
triangles.
 For good results in plotting, equilateral
triangles(as nearly as possible) are
preferred.
12
The principle of chain survey is chain triangulation.
Survey station:
 It is a prominent point on the survey line and can be
either at beginning or end of chain line
 It is marked on the ground by driving pegs, if ground is
soft.
 If the surface is hard like roads, survey station can be
marked with reference to 2 or 3 permanent objects near
the station.
13
 Main survey lines:- Lines joining the main survey
stations are called main survey lines.
 Base line:-The biggest of the main survey line is
called base line.
 Check line:- Check lines or proof lines are run in
the field to check the accuracy of the work.
A,B,F & C = main survey stations
AB = base line
DC & EF = Check line
A
B
C
D
E
F
14
 https://youtu.be/x8FaSZCPbM8
 https://youtu.be/9gs-mnpla3Y
15
16

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civil engineering LINEAR SURVEYING.pptx

  • 1. 1
  • 2. The process of establishing intermediate point on a straight line between two end points is known as ranging.” 2
  • 3. There are two types of ranging: 1. Direct ranging 2. Indirect ranging 3
  • 4. Ranging if the points are inter visible A P Q R B S 4 Direct ranging is done when the two ends of the survey lines are inter visible. In such cases , ranging can be done by eye or through some optical instrument such as theodolite etc.
  • 5. Ranging when points are not visible 5
  • 6. 1. Linear measurements 2. Angular measurements Linear measurements are further classified as follows: i) Horizontal Distance ii) Vertical Distance 6
  • 7. • A horizontal distance is measured in horizontal plane. • If a distance is measured along a slope, it is reduced to its horizontal equivalent 7
  • 8. There are two methods for determining horizontal distance on sloping ground. 1. Direct Method 2. Indirect Method 8
  • 9.  This method is also known as “Stepping Method”.  The horizontal distances are directly measured by the process of stepping.  Horizontal distance PQ = S1 + S2 + S3 + S4 + S5 9
  • 10.  In this method, the sloping side is measured on the ground and later it is converted into the horizontal equivalent. The following methods are adopted for calculating horizontal distance indirectly: i) By measuring angle of inclination ii)By measuring difference of levels 10
  • 11. 2 2 h L D   A B C α D L h D = L . Cosα ii)By measuring difference of levels (Distance along the slope and the difference in elevation between A and B are measured.) 11
  • 12.  A triangle is a simple figure which can be plotted from the lengths of three sides even if the angles are not known.  In chain survey, the area to be surveyed is divided into a framework consisting of triangles.  For good results in plotting, equilateral triangles(as nearly as possible) are preferred. 12
  • 13. The principle of chain survey is chain triangulation. Survey station:  It is a prominent point on the survey line and can be either at beginning or end of chain line  It is marked on the ground by driving pegs, if ground is soft.  If the surface is hard like roads, survey station can be marked with reference to 2 or 3 permanent objects near the station. 13
  • 14.  Main survey lines:- Lines joining the main survey stations are called main survey lines.  Base line:-The biggest of the main survey line is called base line.  Check line:- Check lines or proof lines are run in the field to check the accuracy of the work. A,B,F & C = main survey stations AB = base line DC & EF = Check line A B C D E F 14
  • 16. 16