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Traversing
Dr. Mahmood Arshad
Assistant Professor,
Dept. of Mining Engineering,
Faculty of Earth Sciences and
Engineering,
University of Engineering & Technology,
Lahore.
smarshad@uet.edu.pk
Min-E-240 Surveying
Lecture 10 – Week 6
INTRODUCTION
 Open
 Closed
 Polygon
 Link
OBSERVATION OF TRAVERSE ANGLES OR DIRECTIONS
 Traversing by Interior Angles
 Traversing by Angles to the Right
 Traversing by Deflection Angles
 Traversing by Azimuths
OBSERVATION OF TRAVERSE LENGTHS
SELECTION OF TRAVERSE STATIONS
 Must Increase:
 Accuracy,
 Utility, and
 Efficiency.
 Inter-visibility between adjacent stations, forward and back.
 Convenient locations that allow for easy access.
 Ordinarily, stations are placed to create lines that are as
long as possible.
 “Walk” the area
REFERENCING TRAVERSE STATIONS
TAPING EQUIPMENT AND ACCESSORIES – Cont’d
TRAVERSE FIELD NOTES
ANGLE MISCLOSURE
 The sum interior angles of a closed polygon should be:
 ∑ = (n - 2) 180°
 The sum of exterior angles in case of angles to the right
should be:
 ∑ = (n + 2) 180°
TRAVERSING WITH TOTAL STATION INSTRUMENTS
RADIAL TRAVERSING
SOURCES OF ERROR IN TRAVERSING
 Homework:
9.10 SOURCES OF
ERROR IN
TRAVERSING
9.11 MISTAKES IN
TRAVERSING
Example 4.1


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