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Angle Measuring Equipment

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Lay off distance d either side of X. X. l. l. Swing equal lengths (l) ... How Far Off Can You Be? Problem. No matter how hard you try, never have a horizontal tape ... – PowerPoint PPT presentation

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Title: Angle Measuring Equipment


1
Angle Measuring Equipment
  • Plane tables (graphical methods)
  • Sextants
  • Compass
  • Tapes (or other distance measurement)
  • Repeating instruments
  • Directional instruments
  • Digital theodolites and total stations

2
Determining Angles Taping
Need to measure 90 angle at point X
3
Determining Angles Taping
B
?
C
A
Need to measure angle ? at point A
4
Determining Angles Taping
Need to measure angle ? at point A
5
Determining Angles Taping
Need to measure angle ? at point A
6
Repeating Instruments
  • Very commonly used
  • Characterized by double vertical axis
  • Three subassemblies

7
Directional Instruments
  • Has single vertical axis
  • Zero cannot be set
  • More accurate but less functional

8
Total Stations Zeiss Elta 50R
  • Combined measurements
  • Digital display

9
Measuring Angles
  • Instrument handling and setup
  • Discussed in lab
  • Procedure with repeating instrument

10
Repetition and Centering
  • Repetition provides advantages
  • Centering process

11
Centering
12
Measuring Angles
  • Procedure with directional instruments
  • Most total stations are directional instruments

13
Measuring Vertical Angles
  • Procedure
  • Improving measurements

14
Angle Measuring Errors and Mistakes
  • Personal errors
  • Mistakes
  • Instrumental errors
  • Natural errors

15
Readings
  • Chapter 8 sections 8.1 8.14, 8.20 8.22

16
(No Transcript)
17
Horizontal Distance Methods
  • Approaches
  • Pacing
  • Optical rangefinders
  • Odometers
  • Tacheometry (stadia or subtense)
  • Taping
  • Electronic Distance Measurement (EDM)
  • Global Positioning System (GPS)
  • Issues
  • Often measure surface or slope distance
  • Potential error or need to reduce to horizontal

18
Incorrect Length of Tape
  • Concept
  • Solution
  • Correction
  • Example

19
Variations in Tape Temperature
  • Concept
  • For steel coefficient of thermal expansion (k)
  • Correction
  • Issues

20
Incorrect Tension
  • Concept
  • For steel
  • Correction

21
Sag
  • Concept
  • Correction

22
Tape Not Horizontal
  • Concept
  • Occurs when tape is not kept level
  • Solution
  • Corrected using Pythagorean Theorem
  • Or by approximate correction

23
How Far Off Can You Be?
  • Problem
  • No matter how hard you try, never have a
    horizontal tape
  • Question
  • When does departure from horizontal cause
    significant error in result?
  • In field
  • Try to keep tape horizontal within this limit
  • Or compute a correction

24
Incorrect Alignment/Tape Not Straight
  • Concept
  • Incorrect alignment
  • Tape not straight
  • Correction

25
Taping Correction Problem
  • Background
  • Steel tape calibrated at 68F (supported
    throughout) at 5 kg tension is found 30.006m
    between 0 m and 30 m marks
  • Tape has cross-sectional area of 0.003 in2 and
    weighs 0.7 kg
  • Problem
  • Crew is taping by laying tape along ground down a
    uniform grade from point A to point B
  • Point A is 190.45m AMSL and point B is 175.68m
    AMSL
  • Temperature is 88F and tension is 7 kg
  • Final recorded distance is 148.47m
  • What is corrected length of tape?

26
Tacheometry
  • Concept
  • Methods
  • Stadia

27
Tacheometry Stadia
L1
?
28
Stadia Principles
  • Need simple method for establishing
  • Method

29
Stadia Readings
30
Stadia Principles
C
d
c
f
A
b
b'
i
S
a
a'
F
B
D
  • A,B rod intercepts
  • a, b stadia hairs
  • S rod intercept
  • F principal focus of objective lens
  • C stadia constant
  • K f/i stadia interval factor
  • d distance from focal point to rod
  • D distance from instrument center to rod
  • f focal length
  • i stadia hair spacing
  • c distance from instrument center to objective
    lens center

31
Stadia Equations
  • From similar triangles
  • Horizontal sights
  • Inclined sights

32
Issues with Stadia Measurements
  • Stadia common for map data collection
  • Accuracy of stadia
  • Current situation

33
Tacheometry
  • Concept
  • Determine distances indirectly using triangle
    geometry
  • Methods
  • Stadia
  • Establish constant angle and measure length of
    opposite side
  • Length increases with distance from angle vertex
  • Subtense

34
Tacheometry Subtense
35
Subtense Principles
  • Need simple method for establishing
  • Issues

36
Subtense Equation
  • Derive equation for computing distance by
    subtense

?
L
  • What value would you choose for L?

37
Issues with Subtense Measurement
  • Principles still useful in many situations
  • Accuracy of subtense
  • Current situation

38
Readings
  • Chapter 6 sections 6.6, 6.7, 6.14 6.16
  • Chapter 16 section 16.9.2
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