Introduction and applications of total station (Leica TS02/06/09
1. The introduction and applications of
TOTAL STATION
(Leica TS02/06/09)
LUONG BAO BINH
Dept. of Geomatics Engineering
University of Technology, HCMC, VN
2. Contents
• Introduction
– Fundamental measurements
– Why is the total station?
– Modern technologies
• Basic functions
– Target offset
– Height transfer
– Hidden point
– Check tie
2
3. Contents (cont.)
• Applications
– Surveying & Traverse
– Stake out
– Free station
– Reference line & Reference arc
– Tie distance
– Area and volume
– Remote height
– Coordinate geometry calculations
– Road 2D and 3D
3
5. Why is the total station?
• Problem: in practice, not only individual
measurements but also the combinations
of measurements and the calculations are
required for many tasks.
• Solution: the total station
Electronic Total
+ EDM + Firmware =
theodolite station
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6. Advantages of total station
• All-in-one instrument for multi-task
• Reliable and highly accurate
• Integrated applications available for many
common tasks
• Automatic and easy in data storage and
transfer
• A complete procedure from surveying to
map plotting is available with appropriate
softwares
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16. Hidden point
Determines the hidden point P1 from:
_ two points 1 and 2, and
_ distances d1 & d2 on the rod 16
17. Check tie
Calculates from 2 measured points P1 & P2::
_ slope and horizontal distance
_ azimuth
_ grade
_ height difference
_ coordinates diference 17
18. Applications
• Traverse and Surveying
• Stake out
• Free station
• Reference line & Reference arc
• Area and volume
• Remote height
• Coordinate geometry calculations
• Road 2D & 3D
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19. Traverse
• Helmet transformation
• Adjustment
• Checking point and tolerance
• Start the traverse with or without known
backsight
• Measure sideshot
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24. Reference line
• Reference Line is an application that facilitates
the easy stake out or checking of lines, for
example, for buildings, sections of road, or
simple excavations. It allows the user to define a
reference line and then complete the following
tasks with respect to that line:
– Line & offset
– Point & Grid stake out
– Line segmentation stake out
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25. Base line
Base line is defined by 2 points
which can be:
_ measured, or
_ entered / selected from memory
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26. Reference line
Reference line is created by:
_ parallel / longitudinal offset
_ rotated
from base line / base point 26
27. Line & offset
to calculate:
_ offsets
_ height difference
of target point relative to ref. line
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