2004
ection
ps are
vious
nates.
as an
inputs
dom-
ption
a file
1 later
ndard
input
from
ading
truth
te the
1S) to
ment.
to be
tes of
as the
ulated
as the
(fined
GPS
hat is
ed to
levant
carity
n that
K are
Ines).
‘true
from
The
"each
9 and
round
This
error
)utine
undle
tines)
ion’
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B6. Istanbul 2004
Edit View Help
Create Simulated Data + Bundle Adjustment
Either leave default settings or enter new values
Photo Parameters Control and Observations
Number of Phates [197 (2-20) Photo Point Übservation Emo — [5 (microns)
NumberofStips [3 (1-23) GCP Observation Etror [005 (metes)
Forward Overlap {50 (20-60) X co-ordinate of First Photo [1000 (metres)
Side Üverlap DT en Y co-otdinate of First Photo [2000 — (metres)
Focal Length (0. 1524 (metres! Direction of First Flight Line [90 (degrees)
Flying Height [1520 (metres) In-flight GF'S - 1sd Position Error [005 (meties)
Photo Scale m (250 - 50000) In-flight GPS "weight [017 (metres)
Photo Tilt 5 7 (0-3 degrees) In-flight IMU - 15d Angular Error [moor (degrees)
Terrain Variation — [26 — (metres) In-flight IML "Weight" [0.005 (degrees)
{
Filter GCPs ? |
i
| Confim Data : Simulate Mission
Complete Solution |
Figure 7 — SIMAT?2 Screen Shot — User Data Input
Subroutine Random: At the start of the simulation process,
this sub-routines generates an array of 100,000 pseudo-random
numbers (x) with user-defined mean (m) and standard deviation
(s) using a "sum of uniform deviates tactic". This data is
heavily used by the other sub-routines in the generation of
random errors.
23 Postgraduate Results
Image orientation is a key element in any photogrammetric
project, and this task has been exclusively and very successfully
solved using traditional aerial triangulation for many years.
More recently a great deal of theoretical and practical research
and development has allowed a combination of in-flight GPS
and IMU observations to directly determine exterior orientation
parameters and/or provide additional observations in the aerial
triangulation bundle adjustment.
During 2002-3, one of the students studying for an MSc in
Geodetic Surveying at the IESSG carried out a project to
investigate the quality and accuracy available from traditional
Arial triangulation, GPS/IMU observations assisted aerial
triangulation and GPS/IMU direct exterior orientation. As the
main indicator/metric, residuals for each ground point were
derived from the discrepancy between the final estimated
ground coordinates calculated in the triangulation and the initial
coordinates calculated from the simulation.
In each series of tests, four simulated sets of observation data
were used: image point observations, ground control point
observations, GPS antenna phase centre position observations
and IMU observations. The importance of ground control
points and the quality and (potential) impact of directly
measured exterior orientation parameters were examined for a
series of different “flights” including a short, single strip of
between 5 and 20 photos, and blocks varying in size from 2
photos by 5, to 3 photos by 20. Within each “flight”, further
experiments explored the effect of additional observations from
GPS/IMU on the aerial triangulation solution via three
configurations of ground control: three ground control points in
cach photo, 4 ground control points (in the corners of the block
of photos) and no ground control points.
105
The resulting solutions were internally statistically assessed,
and also compared to real boresight data (including GPS/IMU
output from an Applanix POS-AV system, ground control data,
and aerial triangulation solutions) provided courtesy of
Simmonds Aerofilms, UK. Very pleasingly, the simulation was
found to accurately model the real world with the simulated
Simmonds mission producing statistically identical results to
the actual results.
The simulation suite is now being further utilised and developed
by a PhD student as part of their work in the area of “The
Future of Aerial Triangulation”.
3 CONCLUSIONS
The IESSG has developed a number of simulators which have
not only been used on a number of commercial and research
projects but are playing an ever greater role as teaching tools at
undergraduate and masters level.
In this paper we have presented a brief summary of some of the
key packages developed and used over the last 10 years as well
as a more detailed explanation about our more recent aerial
triangulation / in-flight GPS/IMU simulator (including
examples and student results).
Feedback about the use of simulation in teaching has remained
very positive over the last 10 years, although it is perhaps not
surprising to note that students consistently prefer access to a
(full time?!) real person to guide and assist over a computer-
based simulation. However, the simulation(s) are almost always
preferred to a textbook-based approach to teaching and
learning.
Further details on all of the simulators, facilities and projects
described in this paper may be obtained by contacting the
IESSG.
4 ACKNOWLEDGEMENTS
We acknowledge the support of the Engineering and Physical
Sciences Research Council (EPSRC) received via the Masters
Training Package (MTP) initiative.