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451200 Geomatics Science 2

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Title: 451200 Geomatics Science 2


1
451-200 Geomatics Science 2
  • Lecture 3
  • EDM Operation and Calibration

2
How would you measure the distance?
3
(No Transcript)
4
At the end of todays lecture students should
  • Understand the fundamental theory underpinning
    the operation of EDMs
  • Understand the measurement processes used in EDMs
  • Know what error sources affect EDM measurements.
  • Understand why calibration of EDMs is essential.
  • Know how to carry out a field calibration for
    EDMs.
  • Know how to carry out a baseline calibration for
    EDMs.

 
5
So how does an EDM work?
6
How does an EDM work? The Pulse Method
7
What are some of the assumptions made in this
method?
  • The speed of light in a vacuum is well known.
    However, the measurements surveyors take are of
    course not in a vacuum. Therefore, we must apply
    corrections for atmospheric conditions.
  • Because the velocity of light is so great, it is
    not possible to directly measure the time
    interval that passes while the light beam
    travels. To get an accuracy of 0.003 m, it would
    be necessary to measure the time interval to an
    accuracy of 5 x 10-12 seconds.

8
So how do we get around this?
  • To get around this problem, EDM instruments
    measure the phase difference between the
    transmitted and received signals.
  • By measuring the phase difference of a single
    frequency, the fractional part of the distance
    can be determined very accurately, but the total
    distance is unknown.
  • By utilizing several different frequencies, the
    total distance can then be resolved.

9
The method of phase measurement
10
Methods of phase measurement
  • optical/mechanical
  • moving a set of prisms over unit length (U),
    prism is moved until null meter is reading zero
  • not susceptible to cyclic error
  • electric analogue phase measurement
  • electric digital phase measurement

11
Fundamental theory of EDM
  • Velocity of light
  • Frequency spectrum
  • Wave theory
  • Modulation
  • Refractive index

12
Velocity of light
  • speed of light in a vacuum (c0) is a well known
    constant, having an accepted value of 299,792,458
    m/s 1.2 m/s.
  • This velocity is affected by temperature,
    pressure, and humidity.
  • The usual practice is to observe the temperature
    and pressure (for light waves, the humidity is
    usually ignored) at the instrument and/or
    reflector.

13
Frequency spectrum
14
Wave theory
  • The frequency (f) of a signal is the number of
    oscillations per second.
  • The wavelength (?) is the length between two
    successive crests of a sinusoidal wave.

l c/f
15
Modulation
  • Modulation is the process of systematically
    altering some parameter of the wave.
  • Required due to short wavelengths being used -
    difficult to resolve ambiguities
  • Unstable phase of the signal at the end of a long
    path
  • modulation signal a much longer wavelength
  • two types - frequency and amplitude
  • microwaves - direct frequency modulation
  • infra red - direct intensity modulation

16
Modulation
17
Refractive index
  • c0 is the velocity of light in a vacuum.
  • The ratio between the velocity of light in a
    vacuum (c0) and the actual velocity (c) is known
    as the refractive index n.
  • for EDM, air
  • value close to unity
  • influenced by
  • gaseous composition of the atmosphere, nearly
    constant
  • amt of water vapour in the atmosphere
  • temp and pressure of the gaseous mixture
  • frequency of the radiated signal (dispersion)
  • modulated waves travel at different velocities -
    group velocity

18
Group refractive index
  • mixing of two dissimilar frequencies producing a
    narrow band of frequencies.
  • different frequencies travel at different
    velocities in a dispersive medium.
  • sum of all frequencies - group velocity.
  • smaller than velocities of individual
    frequencies.
  • modulation information important, therefore we
    need the group velocity.
  • Barrel and Sears defined for standard dry air at
    0C, 760 mm Hg, and a carbon dioxide content of
    0.03

19
Group refractive index
  • Reduced to ambient conditions

20
Error analysis
  • differentiating the equation for the group
    velocity of light can determine the effects of
    errors in the variable t, p, and e on the derived
    quantity nL
  • for t 15oC, p 1007mb, e 13mb and ng
    1.0003045

21
EDM Classification
22
Corrections to measured data
23
First velocity correction (k)
subs (2) in (1)
n is the actual value of the refractive index,
distance actually displayed by the distance meter
24
Reference refractive index
  • instrument specific/ fixed by manufacturer
  • defines the refractive index for which the
    instrument provides directly a correct distance
  • defined by

25
First velocity correction
  • difference between the true wave path d and the
    distance read from the instrument d

26
First velocity correction
  • First velocity corrections for short range
    electro optical instruments given in a form

27
Second velocity correction
dn
mean refractive index
for actual wave path
28
Why do we need to consider the calibration of
survey instruments?
29
(No Transcript)
30
EDM errors
  • Gross
  • Systematic
  • Random

http//www.geom.unimelb.edu.au/kealyal/451200.htm
31
Additive constant
  • All distances measured by a particular
    EDM/reflector combination are subject to a
    constant error. It is caused by three factors
  • electrical delays, geometric detours, and
    eccentricities in the EDM
  • differences between the electronic centre and the
    mechanical centre of the EDM
  • differences between the optical and mechanical
    centres of the reflector
  • The additive constant or zero/index correction is
    added to measured distances to correct for these
    differences.
  • Note that this error may vary with changes of
    reflector, after jolts, with different instrument
    mountings and after service.

32
Scale error
  • The scale error describes errors that are
    linearly proportional to the length of line
    measured. These can arise from
  • variations in the modulation frequency of the
    EDM,
  • non-homogeneous emission/reception patterns from
    the emitting and receiving diodes (phase
    inhomogeneities),
  • unmodelled variations in atmospheric conditions
    which affect the velocity of propagation,
  • errors in the collection and use of atmospheric
    data. This includes the use of uncalibrated
    thermometers/barometers, not taking atmospheric
    measurements in the shade and the incorrect entry
    of the atmospheric correction into the EDM.

33
Cyclic error
  • Cyclic error is a function of the internal phase
    measurement of an EDM. Phase measurement error
    is caused by
  • electrical coupling between the reference signal
    and the measurement signal
  • optical crosstalk between transmitter and
    receiver optics in EDMs
  • sinusoidal curve over the measurement unit length

34
Calibration
  • Field calibration
  • Baseline calibration
  • http//www.geom.unimelb.edu.au/kealyal/451200.htm

35
At the end of todays lecture students should
  • Understand the fundamental theory underpinning
    the operation of EDMs
  • Understand the measurement processes used in EDMs
  • Know what error sources affect EDM measurements.
  • Understand why calibration of EDMs is essential.
  • Know how to carry out a field calibration for
    EDMs.
  • Know how to carry out a baseline calibration for
    EDMs.

 
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