leica’s pinpoint edm technology with modified signal
TRANSCRIPT
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Leica’s Pinpoint EDM Technology with Modified Signal Processing and Novel
Optomechanical Features
Fadi A BayoudPh.D. Geomatics Engineering
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Contents
Leica’s Total Stations and Telescope
ATR
PS
Leica’s EDM – System Analyser
Comparison with other EDM’s
New Optomechanical features
Conclusions
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Leica’s Total Station
Accuracy
Functionality
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Leica’s Telescope
High quality optics
Accurate reflector, reflector-less and long range EDM
Automated prism finding
Automatic Target Recognition (ATR)
Power Search (PS)
Small and coherent laser spot
Emitted Guiding lights (EGL)
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
ATR
Emits infra-red light while video-imaging is on
Locates reflected light
Steers the cross-hair to the lightened spot until the angular offset is less than 50 cc (16 arcsec)
Measures angle and distance
Emitter offEmitter on
In case there are more than one reflecting spot, the emitter goes on and off to find the activated prism
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Power Search (PS)
A foreign object: e.g. traffic sign
1m 10m 100m 1000m Distance
Received signal Amplitude
Plausibility volume: upper tolerance limit
Plausibility volume: lower tolerance limit
Target object: a prism
0 10 20 30 40 50 60 70 80 90 100
0.01
0.1
Distance [m] 1
A foreign object: e.g. traffic sign
Plausibility volume: upper tolerance limit
Plausibility volume: lower tolerance limit
Target object: a prism
1.10-4
1.10-3
Scanning duration (sec)
ATR come in
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
EDM Current Technologies
Time of Flight (TOF) & Phase Shift
Time of Flight Phase Shift
OK > 500 m but less accurate Difficult > 400 m
multi-target realisation, but needs excellent laser coherence
(expensive)
multi-target realisation not possible (inseparable signals)
Highly affected by environmental conditions
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Leica’s EDM Technology - System Analyser
Permit accurate (in the mm range) RL measurements to objects over large distances (> 500 m) within few seconds (< 12 sec).
Permit identification (and correct surveying) of multiple targets.
Permit distance measurements independently of general atmospheric influences, such as, dust, smoke, mist, rain or snowfall, etc.
Make on-board distance calibration available which runs simultaneously with the distance measurement to avoid thermal drifts and interrupts of measurement flow.
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
System Analyser
Large number of high frequencies (100MHz) are emitted to collectdistance information with exclusively high resolution
Every frequency contributes to the final result giving high accuracy (λ~1.5m)Sub-mm distance resolution is achievableNo time is wasted for ambiguity resolution. Selective w r t hard targets and blind w r t soft targets that have low-pass behaviour: 1 to 5 MHzLarge number of frequencies causes redundancy: any interruption in the signal path can be detected and neglected
Ultra short laser pulses in sub-nsec range within pulse-trains of ≥ 100MHzEnergy’s emitted at higher harmonics (1GHz) supporting high distance resolutionNoise is minimised due to the steepness of the wave
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
System Analyser
After sampling the received signals, a merit-function (which is comparative to a time-of-flight signal) is constructed based on using all the incoming signal information
Thus, all the information between the EDM and Target is includedin a quasi-continuous system
Advanced algorithms perform a System Analysis to get the function whose maximum is the sought distance
Number of used modulation frequencies depends on the received signal strength
At high signal levels 4 frequencies are sufficientAt low signal levels up to 10 frequencies are emitted and analysed
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
System Analyser
0 50 100 150 200 2500
50
100
0 50 100 150 200 250 3000
50
100
150
Amplitude
D (m)
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Leica’s EDM Accuracy (1)
0 10 20 30 40 50 60-4
-2
0
2
4
6
8
10
12
m
mm
Le icaTOF 1TOF 1 w/out off-se tTOF 2TOF 2 w/out off-se tP hase S hiftP hase S hift w/out off-se t
Comparison with an Interferometer: up to 60 meter with a 30 cm step
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Leica’s EDM Accuracy (2)ISO range measurements; max.dist.: K1 = 500m , K2 = 1000
0
0.5
1
1.5
2
2.5
3
K1 K2
Combination
[mm
]
LeicaTOF1TOF2Phase Shift
Std. Dev.
0
1
2
3
4
5
6
K1 K2
Combination
[ppm
]
LeicaTOF1TOF2Phase Shift
PPM value
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Range and Speed
Speed
0
5
10
15
20
25
Typical max.
[sec
.] LeicaTOF1TOF2Phase Shift
Range
050
100150200250300350400450
1Kodak grey card 18% reflective
[m]
LeicaTOF1TOF2Phase Shift
Range
0100200300400500600700800
1Kodak grey card 90% reflective
[m]
LeicaTOF1TOF2Phase Shift
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
New Optomechanical Design
1
2
34
5
6 7
8
9
1. Laser Diode2. Collimation lens3. Tilted mirror4. Revolver Wheel5. Adjustable filter wheel6. Negative lens7. Tilted mirror8. Deflection prism9. Main objective lens
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
New Optomechanical Design
Calibration position
Reflector-less position
Reflector position
It intelligently takes a position that depends on the strength of the reflected laser
Movable parts
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Design ImprovementsThus:
Improving optical beam pathDue to the reduced number of parts in the optical path
Improving beam stabilityDue to the lack of moving mirrors/lenses and improvements of thegeometric coupling
Improving the MTF (Modulation Transfer Function)Sharper optical picture/impression for optical sighting through telescope
Eliminating the need for user adjustment of the laser beam
Allowing no misalignments or deviations between the reflector and reflectorless beam
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Laser Spot
5 m 35 m 55 m
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Effectiveness of Laser Spot
Leica’ EDM TOF EDM
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Conclusions
Leica’s EDM “System Analyser” is superior to existing technology
Able to measure accurate distances with 4 to 6 times lower signals than with a conventional phase-method. Measures routinely to distance > 650 m with maximum time of 12 sec
Further investigations are carried out to improve the maximum likelihood approach model in order to measure ranges to more than 1000m on bright diffusive targets.
A new optomechanical design that overcomes potential disadvantages found in the old design, especially in terms of beam stability, image quality, laser beam spot geometry, etc.
FIG – Munich Oct. 2006 Dr. Fadi A Bayoud Leica Geosystems TPS Unit
Thank you!