introduction to theodolite
TRANSCRIPT
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THEODOLITE BASICS
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INTRODUCTION
Theodolite is used to measure the horizontal and
vertical angles.
Theodolite is more precise than magnetic compass.
Magnetic compass measures the angle up to as
accuracy of 30. However a vernier theodolite
measures the angles up to and accuracy of 10, 20.
There are variety of theodolite vernier, optic,
electronic etc.
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TYPEOFTHEODOLITE
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VERNIER THEODOLITE
Vernier theodolite is
also known and transit.
A transit theodolite is
one in which the
telescope can be
rotated in a vertical
plane.
Alidade assembly
Horizontal circle
assembly
Levelling head assembly
Line of Sight
Traverse/horizontal axis
Vertical circle rigidly fixed tothe telescope
Vertical axis
Three assemblies of Theodolite
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Main parts of a theodolite
Levelling head (7): Levelling head
is used to attach the instrument to
tripod and attach the plumb bob
along the vertical axis of the
instrument.
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MAIN PARTS-2
Lower plate/circle plate (18): an annular
horizontal plate with the graduations providedall around, from 0 to 360, in a clockwisedirection. The graduations are in degreedivided in to 3 parts so that each divisionequals to 20 min.
Horizontal angles are measured with this plate.
The size of the theodolite is defined by thediameter of horizontal circle.
Upper plate (17): Horizontal plate of smaller
diameter provided with two verniers. ondiametrically opposite parts of itscircumference. These verniers are designatedas A and B. They are used to read fractions ofthe horizontal circle plate graduations. Theverniers are graduated in 20 min and eachminute is divided in 3 to 5 parts making leastcount 20 or 10.
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MAINPARTS-3
Clamps and tangent screws (15, 19):
There are two clamps and associated tangent
screws with the plate. These screws facilitate
the motion of the instruments in horizontal
plane.
Lower clamp screw locks or releases thelower plate. When this screw is unlocked both
upper and lower plates move together. The
associated lower tangent screw allows small
motion of the plate in locked position.
The upper clamp screw locks or releases theupper vernier plate. When this clamp is
released the lower plate does not move but
the upper vernier plate moves with the
instrument. This causes the change in the
reading. The upper tangent screw allows the
fine adjustment.
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MAIN PARTS-4
Plate level (5): Spirit level with the bubble and
graduation on glass cover.
A single level or two levels fixed inperpendicular direction may be provided.
The spirit level can be adjusted with the
foot screw (21) of the levelling head (7).
Telescope (10): The essential parts of thetelescopes are eye-piece, diaphragm withcross hairs, object lens and arrangementsto focus the telescope.
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MAIN PARTS-5
Vertical circle (1): circular platesupported on horizontal axis of the
instrument between the A-frames.
Vertical circle has graduation 0-90 in
four quadrants. Vertical circle moves
with the telescope when it is rotated in
the vertical plane.
Vertical circle clamp and tangent
screw (11): Clamping the vertical circle
restrict the movement of telescope in
vertical plane.
Altitude level (2):A highly sensitive
bubble is used for levelling particularly
when taking the vertical angle
observations.
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FUNDAMENTAL LINES ORAXIS
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Reading a
theodolite
Vernier scale graduation
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Important Definition
Changing face
Revolving the telescope by 180 in vertical plane
about horizontal axis
Again revolving the telescope in horizontal plane
about vertical axis.
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Adjustment of the theodolite
Temporary Adjustment
Setting up the theodolite
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Measurement of horizontal angle
Measurement of Angle ABC
The instrument is set over B.
The lower clamp is kept fixed and upper clamp is
loosened.
Turn the telescope clockwise set vernier A to 0 andvernier B to approximately 180.
Upper clamp is tightened and using the upper tangentscrew the vernier A and B are exactly set to 0 and 180.
Upper clamp is tightly fixed, lower one is loosened andtelescope is directed towards A and bisect the ranging rodat A.
Tightened the lower clamp and turn the lower tangentscrew to perfectly bisect ranging rod at A.
Loose the upper clamp and turn the telescope clockwise tobisect the ranging rod at C tightened the upper clamp anddo the fine adjustment with upper tangent screw.
The reading on vernier A and B are noted. Vernier A givesthe angle directly and vernier B gives the reading bysubtracting the initial reading (180) from final reading
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Read these two method
Repetition method
Reiteration method
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Vertical angle measurement-1
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Vertical angle measurement-2
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Measurements of Deflection angle
magnetic bearing
A
B
C
P
A
BN
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Ranging and extending a line
Method of traversing
Included angle method
Deflection angle method
Fast angle (or magnetic bearing method)
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Computation of latitude and departure
Latitude of a line is the distances measured parallel
to the north south of the North-South direction
Departure of the line is the distance measured
parallel to the east-west direction
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Computing latitude and departure
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REFERENCES
Surveying Vol 1 by Dr B C Punmia,Ashok K
Jain,Arun K Jain.
NPTEL
Surveying Volume 1 by S K Duggal
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