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Uniqueness
The central feature of
Geodetics
Epoch-by-Epoch™ GPS positioning technologies is that
a high accuracy positioning solution, based on instantaneous integer
ambiguity resolution, is achieved for each measurement epoch using only
the observations collected at that epoch. Accordingly, each solution is
independent of the solutions obtained for the previous and following
epochs.
Successful resolution of
integer-cycle phase ambiguities is a
prerequisite for achieving the most precise position estimates with GPS
by transforming precise but ambiguous phase measurements into precise
unambiguous range measurements.
Other techniques such as
real time kinematic (RTK) and
rapid static surveying require multiple epochs of data in order to
resolve phase ambiguities. RTK typically requires 30-45 s for resolving
(initializing) integer-cycle phase ambiguities and reinitialization in
the event that a receiver experiences loss of lock or cycle slips
during the survey.
This is a severe limitation
when trying to position
a moving object such as a roving vehicle or maneuvering aircraft.
Epoch-by-Epoch™ positioning only requires a single epoch for
initialization and reinitialization making it extremely suitable for
land, airborne and marine environments.
While traditional
approaches such as RTK were designed to position a single mobile
receiver (rover) against a single base station, Geodetics'
Precise Instantaneous GPS (piGPS) and Precise Instantaneous Network
(PIN) positioning, based on Epoch-by-Epoch™ technology allows a
mobile receiver to be positioned against a network of reference
stations. Further, the network processing can be performed at a
central site, or at the rover.
The figure below illustrates the advantage of
Epoch-by-Epoch™ positioning in a simple example.

Shown are the horizontal
Epoch-by-Epoch™
positioning solutions for one moving receiver relative to one static
receiver, which was 40-km away. Solutions were computed every second
over about a 1.5 hr. time period (raw data-no filtering).
The moving receiver is
located atop a model train. An obstacle was located
above the train track to obstruct the satellite signals and cause loss
of lock (the obstructed area is clearly seen in the lower portion of
the train trajectory).
Current GPS RTK
systems are unable to compute solutions for this example
because they require a reinitialization period of about 30-45 seconds
each time the obstacle obstructs the satellite signals. This
amounts
to almost half of a single revolution of the train around the
track.
Geodetics'
Epoch-by-Epoch™ approach is
unaffected by losses of lock so that the train's trajectory is clearly
evident.
Data were collected by
Leica Geosystems in
Switzerland.
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