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Release Notice
This is the December 2008 release (Revision B) of the GPS
5200 Receiver User Guide, part number 56110-40-ENG. It
applies to version 1.00 of the GPS 5200 receiver.
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Welcome to the GPS 5200 Receiver User
Guide. This manual:
•Describes how to install and
configure the GPS 5200 receiver.
•Provides guidelines for connecting
the receiver to an external device.
•Provides guidelines for using the
AgRemote utility to view and
configure the receiver correction
sources and other operating
parameters.
Even if you have used other Global
Positioning System (GPS) products
before, we recommend that you spend
some time reading this manual to learn
about the special features of this product.
If you are not familiar with GPS, go to the
Trimble website at www.trimble.com for
an interactive look at GPS.
GPS 5200 Receiver User Guide 5
1 Introduction
Warnings
Always follow the instructions that accompany a warning.
C
C
WARNING – Indicates a potential hazard or unsafe practice that could
result in injury or property damage.
WARNING – For continued protection against the risk of fire, the power
source (lead) to the model GPS 5200 receiver should be provided with a
10 A (maximum) fuse.
Related information
Release notes describe new features, provide information that is not
included in the manuals, and identify changes to the manuals. You can
download release notes from the AgLeader website.
Technical assistance
If you have a problem and cannot find the information you need in the
product documentation, contact your local Reseller.
Your comments
Your feedback about the supporting documentation helps us to improve
it with each revision. Email your comments to
ReaderFeedback@trimble.com.
6 GPS 5200 Receiver User Guide
CHAPTER
2
Overview2
In this chapter:
Standard features of the
GPS 5200 receiver
Receiver connections
Receiver input/output
LED indicator
GPS positioning methods
Sources of error in GPS
positioning
This chapter describes the GPS 5200
receiver and gives an overview of GPS,
DGPS, and related information. When
used with a Real-Time Kinematic (RTK)
base station, the GPS 5200 receiver
provides RTK positioning for highaccuracy, centimeter-level applications.
For physical specifications, see
Appendix A, Specifications.
GPS 5200 Receiver User Guide 7
2 Overview
Standard features of the GPS 5200 receiver
A standard GPS 5200 receiver provides the following features:
RMC, VTG, ZDA, XTE (the default NMEA messages are
GGA, GSA, VTG, and RMC)
Note – PTNLDG, PTNLEV, PTNLGGK, PTNLID, and PTNLSM are Trimble
proprietary NMEA output messages.
–RTCM SC-104 output
–Trimble Standard Interface Protocol (TSIP) input and
output
Receiver connections
The following figure shows the connector ports and the LED indicator
on the GPS 5200 receiver:
Overview 2
The two connectors (Port A and Port B) can perform the following
functions:
•accept power
•accept TSIP, RTCM, ASCII, and (if enabled) CMR inputs
•output RTCM, TSIP, and NMEA messages
•output 1 PPS signals
GPS 5200 Receiver User Guide 9
2 Overview
•provide support for the J1939 (CAN) serial bus
For more information about the inputs, outputs, and LED indicators,
see the information in the rest of this section.
Receiver input/output
The GPS 5200 receiver data/power cable (P/N 50166) connects to a
receiver connector port to supply power. It also enables the following
data exchanges:
•TSIP, RTCM, and ASCII input from an external device
The receiver is able to receive ASCII data from an external device,
convert this data into an NMEA message, and export the
message to another device. TSIP command packets configure
and monitor GPS and DGPS parameters. The receiver is also able
to accept RTCM data from an external device, such as a radio.
•CMR input from an external device
If the receiver is to be used in RTK mode, set the port that is
connected to the radio to the RtkLnk protocol. This protocol
enables the receiver to receive CMR messages.
•TSIP and NMEA output to an external device
When you are using an external radio, the receiver can also
receive DGPS corrections.
TSIP is input/output when communicating with AgRemote.
NMEA is output when the receiver is exporting GPS position
information to an external device, such as a yield monitor, or to a
mapping software program.
10 GPS 5200 Receiver User Guide
For more information on the National Marine Electronics
Association (NMEA) and Radio Technical Commission for
Maritime Services (RTCM) communication standard for GPS
receivers, go to the following websites:
–www.nmea.org
–www.rtcm.org
On the Trimble website (www.trimble.com), refer to the
document called NMEA-0183 Messages Guide for AgGPS Receivers.
•1 PPS output
To synchronize timing between external instruments and the
internal clock in the receiver, the connection port outputs a
strobe signal at 1 PPS (pulse per second). To output this signal,
the receiver must be tracking satellites and computing GPS
positions.
•J1939 (CAN) bus
Both connection ports on the receiver support the J1939
Controller Area Network (CAN) bus protocol. This protocol
standardizes the way multiple microprocessor-based electronic
control units (ECUs) communicate with each other over the
same pair of wires. It is used in off-highway machines, such as
those used in agriculture, construction, and forestry.
Overview 2
For more information, go to the Society of Automotive Engineers
(SAE) International website at www.sae.org/servlets/index.
•ISO 11783 messages
Both CAN ports support some ISO 11783 messages.
Position output format
The GPS 5200 receiver outputs positions in Degrees, Minutes, and
Decimal Minutes (DDD°MM.m'). This is the NMEA standard format and
is commonly used worldwide for data transfer between electronic
equipment.
GPS 5200 Receiver User Guide 11
2 Overview
LED indicator
The GPS 5200 receiver has an LED light that shows the status of the
receiver. The following tables describe the light sequences for each
positioning method.
Table 2.1LED sequences with Satellite Differential GPS or autonomous positioning
GreenSlowReceiving CMR corrections but not initialized: computing float RTK
positions
GreenFastNo CMR corrections: computing RTK position using old corrections
12 GPS 5200 Receiver User Guide
Overview 2
Table 2.2LED sequences with RTK positioning (continued)
LED color LED flashStatus
YellowSolid Receiving CMR corrections but unable to calculate RTK position:
computing DGPS (if WAAS/EGNOS is unavailable) or autonomous
position
YellowSlow No CMR corrections: computing DGPS or autonomous position
YellowFastNot receiving CMR corrections: not computing positions
Table 2.3LED sequences with OmniSTAR HP positioning
LED color LED flashStatus
OffOffNo power
GreenSolidNormal operation: computing converged OmniSTAR HP positions
GreenSlowReceiving OmniSTAR HP corrections, but only able to compute
unconverged position
GreenFastReceiving OmniSTAR HP corrections, but an HP error occurred
YellowSolid Receiving OmniSTAR HP corrections but unable to calculate a
position: computing DGPS or autonomous solution
YellowSlow No OmniSTAR HP corrections: computing DGPS or autonomous
position
YellowFastNot tracking OmniSTAR HP corrections: no positions
GPS 5200 Receiver User Guide 13
2 Overview
GPS positioning methods
GPS positioning systems are used in different ways to provide different
levels of accuracy. Accuracy is measured in absolute terms, that is, you
know exactly where you are in a fixed reference frame.
Table 2.4 summarizes the GPS positioning methods. Imperial units in
this table are rounded to two decimal places. The values shown are
2sigma.
Table 2.4Absolute accuracy of GPS positioning methods
GPS positioning
method
Real-Time Kinematic
(RTK) GPS
Satellite Differential GPS OmniSTAR VBS78 cm (30.71 inch)
Satellite Differential GPS WAAS/EGNOS95 cm (37.40 inch)
OmniSTAR HP
Differential GPS
1
Convergence time can vary, depending on the environment. Time to the first fix (submeter accuracy)
is typically <30 seconds; time to the first high accuracy fix (<10 cm accuracy) is typically <30 minutes.
Corrections usedApproximate absolute accuracy
Trimble CMR corrections
broadcast by a local
base station
OmniSTAR HP10 cm (3.94 inch) after the signal has fully
2.5 cm (0.98 inch) + 2 ppm horizontal
accuracy,
3.7 cm (1.46 inch) + 2 ppm vertical accuracy
converged
1
For more information about each positioning method,see below.
RTK GPS positioning
The GPS 5200 receiver uses the RTK positioning method to achieve
centimeter-level accuracy. To use the RTK method, you must first set up
a base station. The base station uses a radio link to broadcast RTK
corrections to one or more rover receivers. The GPS 5200 receiver is a
rover receiver, so another compatible receiver, such as a Trimble
™
MS750
receiver, must be used as the base station.
, AgGPS 214, AgGPS RTK Base 450, or AgGPS RTK Base 900
The rover receiver uses RTK corrections from the base station to
calculate its position to centimeter-level accuracy. As part of this
process, the rover receiver must calculate an initialization. This takes a
14 GPS 5200 Receiver User Guide
few seconds. While the receiver is initializing, an RTK Float solution is
generated. Once initialized, an RTK Fixed solution is generated. It is the
RTK Fixed solution that provides centimeter-level accuracy.
The parts per million (ppm) error is dependent on the distance
(baseline length) between the base and rover receiver. For example, if
the distance is 10 km, a 2 ppm error equals 20 mm.
For more information about RTK positioning, go to the Trimble website
at www.trimble.com/gps/
Differential GPS positioning (DGPS)
For differential positioning, the GPS 5200 receiver uses corrections from
WAAS/EGNOS satellites or from OmniSTAR VBS or HP satellites.
These differential systems use special algorithms to provide differential
corrections that allow the rover receiver to calculate its position more
accurately.
Free corrections
Overview 2
WAAS/EGNOS corrections are free in North America and Europe. For
more information about WAAS, go to the Federal Aviation
Administration website at
http://gps.faa.gov/Programs/WAAS/waas.htm.
For more information about EGNOS, go to the European Space Agency
website at
The GPS 5200 receiver uses OmniSTAR HP or OmniSTAR VBS
differential corrections in the same way that it uses WAAS/EGNOS
corrections.
OmniSTAR corrections are provided on a subscription basis.
GPS 5200 Receiver User Guide 15
2 Overview
Autonomous GPS positioning
The corrections that are produced by OmniSTAR HP algorithms are
more accurate than the corrections that are produced by OmniSTAR
VBS algorithms. The accuracy of the positions reported using
OmniSTAR HP increases with the time that has elapsed since the
instrument was turned on. This process is called convergence.
Convergence to where the error is estimated to be below 30 cm
(approximate 12 inches) typically takes around 20 minutes. Factors that
influence the time to convergence include the environment, the
geographical location, and the distance to the closest OmniSTAR
corrections base station. OmniSTAR is continually improving the
service.
For more information about OmniSTAR, go to the OmniSTAR website at
www.omnistar.com. For information about activating an OmniSTAR
subscription, see OmniSTAR, page 33.
Autonomous GPS positioning uses no corrections. The rover receiver
calculates its position using only the GPS signals it receives. This
method does not have high absolute accuracy, but the relative accuracy
is comparable to the other methods.
16 GPS 5200 Receiver User Guide
Sources of error in GPS positioning
The GPS positioning method influences the accuracy of the GPS
position that is output by the GPS 5200 receiver. The factors described
in Table 2.5 also affect GPS accuracy.
Table 2.5Factors that influence the accuracy of GPS positions
Overview 2
ConditionOptimum
value
Atmospheric
effects
Number of
satellites used
Maximum PDOP< 4Position Dilution of Precision (PDOP) is a unitless, computed
Signal-to-noise
ratio
Minimum
elevation
> 5To calculate a 3D position (latitude and longitude, altitude,
> 10Satellites that are low on the horizon typically produce weak
Description
GPS signals are degraded as they travel through the
ionosphere. The error introduced is in the range of 10 meters.
The error is removed by using a differential or RTK positioning
method.
and time), four or more satellites must be visible. To calculate a
2D position (latitude and longitude, and time), three or more
satellites must be visible. For RTK positioning, five satellites are
needed for initialization. Once initialized, four or more
satellites provide RTK positions. The number of visible satellites
constantly changes and is typically in the range 5 through 9.
The GPS 5200 receiver can track up to 12 satellites
simultaneously.
Note – To see when the maximum number of GPS satellites are
available, use the Trimble Planning software and a current
ephemeris (satellite history) file. Both files are available free
from the Trimble website at www.trimble.com.
measurement of the geometry of satellites above the current
location of the receiver. A low PDOP means that the
positioning of satellites in the sky is good, and therefore good
positional accuracy is obtained.
Signal-to-noise ratio (SNR) is a measure of the signal strength
against electrical background noise. A high SNR gives better
accuracy.
and noisy signals and are more difficult for the receiver to
track. Satellites below the minimum elevation angle are not
tracked.
GPS 5200 Receiver User Guide 17
2 Overview
Table 2.5Factors that influence the accuracy of GPS positions (continued)
ConditionOptimum
value
Multipath
environment
RTCM-compatible
corrections
RTK Base station
coordinate
accuracy
Multiple RTK base
stations
LowMultipath errors are caused when GPS signals are reflected off
Description
nearby objects and reach the receiver by two or more different
paths. The receiver incorporates the EVEREST multipath
rejection option.
These corrections are broadcast from an AgGPS 214, MS750, or
equivalent reference station.
For RTK positioning, it is important to know the base station
coordinates accurately. Any error in the position of the base
station affects the position of the rover; every 10 m of error in
a base station coordinate can introduce up to 1 ppm scale error
on every measured baseline. For example, an error of 10 m in
the base station position produces an error of 10 mm over a
10 km baseline to the rover.
For more information about how to make sure the position of
your base station is accurate, refer to the manual for your base
station receiver.
If you are using several base stations to provide RTK
corrections to a large site area, all base stations must be
coordinated relative to one another. If they are not, the
absolute positions at the rover will be in error. For more
information about how to use several base stations to cover
your site, contact your local Trimble Reseller.
Coordinate systems
Geographic data obtained from different sources must be referenced to
the same datum, ellipsoid, and coordinate format. Different formats
provide different coordinate values for any geographic location. In
North America, the datums NAD-27 and NAD-83 are commonly used in
Agricultural mapping applications.
18 GPS 5200 Receiver User Guide
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