Title: Angle Measuring Equipment
1Angle Measuring Equipment
- Plane tables (graphical methods)
- Sextants
- Compass
- Tapes (or other distance measurement)
- Repeating instruments
- Directional instruments
- Digital theodolites and total stations
2Determining Angles Taping
Need to measure 90 angle at point X
3Determining Angles Taping
B
?
C
A
Need to measure angle ? at point A
4Determining Angles Taping
Need to measure angle ? at point A
5Determining Angles Taping
Need to measure angle ? at point A
6Repeating Instruments
- Very commonly used
- Characterized by double vertical axis
- Three subassemblies
7Directional Instruments
- Has single vertical axis
- Zero cannot be set
- More accurate but less functional
8Total Stations Zeiss Elta 50R
- Combined measurements
- Digital display
9Measuring Angles
- Instrument handling and setup
- Discussed in lab
- Procedure with repeating instrument
10Repetition and Centering
- Repetition provides advantages
- Centering process
11Centering
12Measuring Angles
- Procedure with directional instruments
- Most total stations are directional instruments
13Measuring Vertical Angles
- Procedure
- Improving measurements
14Angle Measuring Errors and Mistakes
- Instrumental errors
- Natural errors
15Readings
- Chapter 8 sections 8.1 8.14, 8.20 8.22
16(No Transcript)
17Horizontal 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
18Incorrect Length of Tape
- Concept
- Solution
- Correction
19Variations in Tape Temperature
- Concept
- For steel coefficient of thermal expansion (k)
20Incorrect Tension
21Sag
22Tape Not Horizontal
- Concept
- Occurs when tape is not kept level
- Solution
- Corrected using Pythagorean Theorem
- Or by approximate correction
23How 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
24Incorrect Alignment/Tape Not Straight
25Taping 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?
26Tacheometry
27Tacheometry Stadia
L1
?
28Stadia Principles
- Need simple method for establishing
- Method
29Stadia Readings
30Stadia 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
31Stadia Equations
32Issues with Stadia Measurements
- Stadia common for map data collection
- Accuracy of stadia
- Current situation
33Tacheometry
- 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
34Tacheometry Subtense
35Subtense Principles
- Need simple method for establishing
- Issues
36Subtense Equation
- Derive equation for computing distance by
subtense
?
L
- What value would you choose for L?
37Issues with Subtense Measurement
- Principles still useful in many situations
- Accuracy of subtense
- Current situation
38Readings
- Chapter 6 sections 6.6, 6.7, 6.14 6.16
- Chapter 16 section 16.9.2