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Traversing Surveying for Engineers ERE 371

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Often used for geometrically open traverses (e.g. along route) Procedure. ERE 371 ... Traversing by azimuths. ERE 371. Measuring and Expressing Distance ... – PowerPoint PPT presentation

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Title: Traversing Surveying for Engineers ERE 371


1
TraversingSurveying for EngineersERE 371
2
Traversing
  • Definition of traverse
  • Series of connected lines
  • Components of traverse

3
Traversing
  • Definition of traversing
  • Application

4
Types of Traverses
  • Mathematical Closure
  • Closed traverses
  • Geometrically closed (polygon)

5
Closed Traverse Geometrically Closed
E
D
Control station
G
Traverse station
F
C
H
A
B
6
Types of Traverses
  • Closed traverses cont.
  • Geometrically open

7
Closed Traverse Geometrically Open
Control station
Traverse station
E
D
F
G
B
C
H
A
8
Types of Traverses (contd)
  • Open traverse

9
Open Traverse
Control station
Traverse station
E
D
F
G
B
C
H
A
10
Measuring and Expressing Angles
  • Interior angles

11
Measuring and Expressing Angles
  • Deflection angles
  • Measured left or right from extended line to next
    line
  • Often used for geometrically open traverses (e.g.
    along route)
  • Procedure

12
Measuring and Expressing Angles
  • Angles to right
  • Traversing by azimuths

13
Measuring and Expressing Distance
  • Use any method to meet required accuracy
  • Approach

14
Stationing
  • Application
  • Use stations and pluses

15
Stationing
16
Traverse Stations (Hubs)
  • Location depends on purpose of subsequent survey
  • General issues
  • Issues with location

17
Referencing Traverse Stations
  • Measure ties
  • Issues

18
Good Distribution of Tie-Ins
5.13 m
7.85 m
4.52 m
Building
19
Poor Distribution of Tie-Ins
5.13 m
4.52 m
Building
5.24 m
20
Errors and Mistakes
  • Personal errors
  • Instrumental errors
  • Natural errors
  • Mistakes

21
Traverse Computations
  • Purpose
  • Check if traverse meets required
    accuracy/precision
  • Adjust traverse to get geometric consistency
  • Compute locations of control points
  • Components of compass rule adjustment
  • Adjust angles (satisfy geometry)
  • Determine preliminary line directions
  • Calculate departures and latitudes
  • Adjust departures and latitudes
  • Calculate station coordinates
  • Calculate adjusted lengths and directions of lines

22
Readings
  • Chapter 9 sections 9.1 9.8, 9.10, 9.11
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