Global Positioning System Reference
In-Depth Information
Table 7.3 GPS Precise Positioning Service Typical UERE Budget
Segment Source
Error Source
1
Error (m)
Space/control
Broadcast clock
1.1
Broadcast ephemeris
0.8
User
Residual ionospheric delay
0.1
Residual tropospheric delay
0.2
Receiver noise and resolution
0.1
Multipath
0.2
System UERE
Total (RSS)
1.4
Table 7.4 GPS Standard Positioning Service Typical UERE Budget
Segment Source
Error Source
1
Error (m)
Space/control
Broadcast clock
1.1
L1 P(Y)-L1 C/A group delay
0.3
Broadcast ephemeris
0.8
User
Ionospheric delay
7.0*
Tropospheric delay
0.2
Receiver noise and resolution
0.1
Multipath
0.2
System UERE
Total (RSS)
7.1*
*Note that residual ionospheric errors tend to be highly correlated among satellites
resulting in position errors being far less than predicted using DOP
UERE (see discussion
in Section 7.3.2).
7.3
PVT Estimation Concepts
Chapter 2 described some basic techniques for estimating the PVT of a possibly
mobile GPS receiver. This section discusses a variety of additional concepts regard-
ing PVT estimation, beginning with an expanded description of the role of geometry
in GPS PVT accuracy and a number of accuracy metrics that are commonly used.
This section also describes a number of advanced PVT estimation techniques includ-
ing the use of WLS, additional estimated parameters (beyond the user x , y , z position
coordinates and clock offset), and Kalman filtering.
7.3.1 Satellite Geometry and Dilution of Precision in GPS
As motivation for the concept of dilution of precision as it applies to GPS, consider
once again the foghorn example introduced in Section 2.1.1. In this example, a user
locates his or her position from ranging measurements from two foghorns. The
assumptions are that the user has a synchronized time base relative to the foghorns
and has knowledge of the location of the foghorns and their transmission times. The
user measures the TOA of each foghorn signal and computes a propagation
time that determines the user's range from each foghorn. The user locates his or
her position from the intersection of the range rings determined from the TOA
measurements.
 
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