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MobileMapper Accuracy with Post-Processed Differential Correction
New Post-Processing Option for Sub-Meter Accuracy
Magellan has recently released updates of MobileMapper receiver
and office software that provide many enhancements. Among these
new features is the ability to differentially correct MobileMapper
positions in post-processed mode for submeter accuracy. The new
version of receiver software includes an option to log the GPS measurements
that are required for post-processing. The new version of MobileMapper
Office includes the actual differential correction module that merges
the receivers data with measurements recorded by a reference
receiver.
The MobileMapper receiver is set to record GPS measurements for
post-processing when the customer inputs an activation code specific
to his receiver's serial number. This optional receiver firmware
is available for purchase from Magellans MobileMapper dealer
network or, in the United States and Canada, from the Thales Navigation
website at http://professional.magellangps.com/en/solutions/mobilemap/.
Accuracy Test Parameters
Accuracy tests were conducted over several days under different
constellations of GPS satellites. Various configurations were also
tested. The "rover" receivers were all MobileMappers but
some of the tests were conducted using the MobileMappers internal
antenna and some were conducted using the external L1 antenna from
a Thales Navigation ProMark 2 survey system. Some data was collected
with the receiver held horizontal to the ground and some with the
receiver held vertically. (The MobileMappers antenna functions
best when vertical.)
Various reference station receiver were used: MobileMapper with
internal and external antenna, a Thales Navigation iCGRS geodetic-grade
receiver and two survey grade receivers used at US National Geodetic
Survey CORS sites.
Accuracy Test Results
The table below summarizes the post-processing accuracies attainable
with MobileMapper. In general PDOPs were in the 3 to 5 range and
the number of satellites tracked was between 5 and 9.
|
Rover Antenna
|
| Base Station |
Internal
|
ProMark2
|
| Real-Time |
2.0
|
1.1
|
| iCGRS |
0.8
|
0.4
|
| MM-PM2 ant. |
0.8
|
0.7
|
| MM-Internal ant. |
1.1
|
N/A
|
| CORS (22 km) |
0.9
|
0.7
|
| CORS (48 km) |
0.7
|
0.5
|
| PP Average = |
0.9
|
0.6
|
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In most cases, WAAS corrections were used in real-time. The post-processing
engine, however, does not use these corrections. MobileMapper with
the post-processing option is able to deliver 70-cm accuracy on
baselines up to 48 km using the receivers internal antenna.
Using an external antenna it delivered 50-cm accuracy on the same
48 km baseline. On shorter baselines MobileMapper is capable of
40-cm accuracy. Across all the tests, accuracy with the MobileMapper
receiver is 90 cm with internal antenna and 60 cm with a ProMark2
external antenna.
In addition to achieving submeter accuracy for point features,
the new MobileMapper post-processing option also allows differential
correction to submeter accuracy of all points making up line and
area features. The result is not only accuracy in an absolute sense,
i.e. each point is within one meter of where the MobileMapper receiver
actually was, but the map representation of entire line or area
features more closely match their actual shape.
The illustration below is a MobileMapper Office map screen showing
a series of line features recorded while walking out the word "submeter"
in a parking lot. Each letter is about 4.5 meters tall and 2.5 meters
wide. Painted lines marking out parking spaces were used as a guideline.
The receiver, with internal antenna, was hand-held while the person
recording the "map" estimated where to hold the receiver
to best spell out the letters.
Not only is each point making up the letters within one meter of
truth, the shapes of each individual line feature are true to form.
This allows users to map line and area features with a high degree
of detail.

This high degree of precision provided by MobileMappers post-processed
differential correction also supports the calculation of the area
of polygonal features. The example below is of an architectural
feature 6.64 m in diameter that comprises an area of 34.63 square
meters. After differential correction in MobileMapper Office and
export to MIF format, MapInfo calculated the recorded area to be
34.61 square meters (0.5% error).
Requirements for Submeter Accuracy
The MobileMapper system records and processes continuous streams
of GPS carrier phase information to deliver submeter accuracy. The
longer this stream of data is unbroken, the better the accuracy
will be. Because carrier phase signals are sensitive to environmental
factors such as tree canopy, it is important to have an open view
of the sky as much as possible.
In addition, submeter accuracy can only be achieved with relatively
low PDOP (Positional Dilution of Precision) and a sufficient number
of satellites tracked by the receiver. If the PDOP goes much higher
than 4 or 5 and if the number of tracked satellites is less than
5, the probability of submeter accuracy will be less than the specified
95%.
How to Optimize MobileMapper Accuracy
1. Set the logging interval for lines and areas to 1 second.
2. Hold the receiver at eye-level so your head doesn't block the
antenna.
3. Hold the receiver so it is vertical.
4. Hold the receiver stationary for a few seconds before logging
any feature.
5. Try to position the receiver directly over the feature and walk
smoothly when logging lines and areas. MobileMapper Office will
reveal deviations in a path as small as 20 or 30 centimeters. You
can avoid such deviations by setting the logging interval to a higher
time or distance value.
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