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One set
of camera exposure coordinates are derived by
post-processing Airborne GPS data. This data is
with lag in the time of GPS recording.
The difference in coordinates of exposure stations
derived from photogrammetric method compared with
ABGPS derived exposure coordinates for the determination
of Lag-time. Run wise mean difference in coordinates
of all runs is shown in figure 1.
Delta X represents the difference in X coordinates
in metres.
Delta Y represents the difference in Y coordinates
in metres.
Delta Z represents the difference in Z coordinates
in metres.
It is observed that the lag in time is more in
X direction i.e., in the direction of flying compared
to Y direction and very less lag is observed in
the elevation.
The mean lag observed is 10.28333 metres. The
aircraft’s speed during operational flying
is 180 knots as per the flying report given by
aircrew.
? the lag-time = [(10.28333 / 1000 ) ÷
333.36] 60 x 60 = 0.11105 seconds
= 111.05 milliseconds
This lag-time correction can be applied during
the processing of ABKGPS data, which improves
the locational accuracy of the exposure station
coordinates.
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| Conclusions |
Flying
has been carried in East – West direction.
The average lag observed
in X direction i.e., in the direction of flying
is 10.2616 metres, in Y direction it is 0.4071
metres and in Z direction it is 0.1645 metres.
This is because, the kinematic ABGPS acquired
data at one sec sampling rate and the instant
of exposure time is recorded back to GPS system.
The coordinates for that instant of exposure time
are interpolated by GPS system. The time
difference in recording by the GPS system is one
of the factor causing lag in time of recording
GPS epoch. This is in the order of milliseconds.
It is also observed that the lag is not a constant
amount all through out the
flying. This is because of the change in the flying
speed, wind direction and wind speed. This clearly
indicates that a mechanism to continuously record
the aircraft speed, wind speed and direction is
required.
The lag in lateral direction i.e., delta Y is
changing abruptly at some instances of exposures.
This phenomenon is observed in Run No.1; the lag
is consistent, where as in Run No.2 fluctuations
are more. It is noticed in Run No.2 the difference
in Y is maximum. This is caused drift and it can
be concluded that the cause is more lateral winds
during flying.
Similar fluctuations are noticed in other runs
also. Wherever drift occurred the difference in
Y is more fluctuating. The difference in Z, which
is along vertical axis, is very less compared
to difference in X and difference Y. But in some
instances the difference in the vertical direction
also noticeable. This is because of fluctuation
in flying height of aircraft.
It is advisable to record the speed of the aircraft
continuously throughout the mission along with
the wind out side the aircraft along with the
direction. The lag in the GPS recording should
be applied prior to the GPS post processing of
the Air borne kinematic GPS for deriving photo
exposure coordinates.
In aerial triangulation, the number of ground
control points can be reduced
drastically, by using these accurate exposure
station coordinates.
With the great strides being made in technology,
the combination of airborne GPS with other technology
such as videogrammetry, digital cameras, CCD,
Inertial Navigation and LIDAR is bound to find
very useful applications in measurement science.
If these technologies become less expensive and
more accurate then perhaps high accuracy mapping
can even be performed without analytical aerotriangulation.
|
| Acknowledgement |
The authors
are extremely thankful to Shri. K. Kalyanaraman,
General Manager, Aerial Services and Digital Mapping,
NRSA for his constant encouragement and support
in carrying out this study. The authors are thankful
to Dr. G. Madhavan Nair, Charman, ISRO/Secretary,
DOS and Dr. K. Radhakrishnan, Director, NRSA.
Thanks are especially due to Mr. V. Raghu Venkataraman,
Head, AS&DPD, NRSA and Mr. Murali Mohan, Head,
ATD & AD, NRSA for allowing us to carry out
this study. |
| References |
Jacobsen,
K., 1991. Trends in GPS Photogrammetry, Technical
Papers, ACSM-ASPRS Annual Convention, Vol. 5,
1991.
Leick, A., 1995. GPS Satellite Surveying (2nd
edition), John Wiley & Sons, Inc.,
Mensah, P. K., 1999. Empirical Evaluation Of Airborne
GPSPhotogrammetry
In A Commercial Environment, A Ph D thesis submitted
to The Graduate School, The University of Maine. |
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Sreenivasa Rao K
Aerial Services and Digital Mapping Area,
National Remote Sensing Agency,
srinivasarao_ k@nrsa.gov.in |
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Jayalakshmi I
Aerial Services and Digital Mapping Area,
National Remote Sensing Agency,
jayalakshmi_ i@nrsa.gov.in |
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| November 2006 |
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