
8.1.8 GPS
Baseline Processing
HOW GOOD IS THE
SOLUTION?
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There a
re a number of "Quality Indicators" that may be
monitored,
including:
- RMS of observation residuals.
- Number of rejected observations.
- Statistical tests on residuals
or parameters.
- Aposteriori variance factor.
- VCV matrix of
solution.
- The type of "optimal" solution obtained.
- "Trustworthiness" of solution.
- Measures of reliability
of selected ambiguity parameter set.
The following comments
may be made with respect to the "RMS of residuals"
and
"rejected observations":
- A "low" RMS
value and a "low" number of rejected
observations often
indicates that both the data and solution quality are
OK.
- Manufacturers often give recommended maximum values of RMS.
Generally
a function of baseline length, observation type (L1, L2,
L3), etc.
- In general, an RMS value below 0.1 cycles is
considered acceptable.
- Data editing is often carried out during
solution iterations. Generally
based on some factor (say 3) x
RMS.
- Possible reasons for high RMS and data rejection rates are
the presence
of multipath and uncorrected cycle slips. Residual plots
are good tools
to verify this.
- Some phase data processing
software permits the residuals to be plotted.
Residuals should be
examined.
The following comments may be made with
respect to the "statistical
tests" and "VCV
information":
- In general, little statistical testing
is carried out on parameters
or residuals.
- If the aposteriori
variance factor is unity then it is likely that
the VCV matrix has been
adaptively scaled to ensure this happens.
- In general
however, the output VCV matrix is too optimistic
, suggesting
higher precisions for the parameters than is warranted. Does
not take
into account unmodelled systematic biases (atmospheric refraction,
satellite orbit and fixed station errors, etc.).
- The standard
deviations of baseline components vary considerably as
a function of the
type of phase solution (triple-difference, double-difference
ambiguity-free, double-difference ambiguity-fixed).
There
are other several Quality Indicators related to "solution
characteristics",
including:
- What is the
"optimal" solution? Was an ambiguity-fixed
solution
obtained? Was it expected?
- If an ambiguity-fixed solution was
obtained, check the absolute and
relative RMS of the residuals. Are
resolved ambiguities reliable?
- If an ambiguity-fixed solution
was obtained, check baseline components.
Did baseline solution change
by more than 10cm compared to the ambiguity-free
solution?
- The
formal accuracy estimates for the vertical component is usually
twice the
size of the horizontal components.
- Verify solution characteristics
such as:
- satellites used --> any health
problems?
- sample data rate
- common tracking period
--> as planned?
- apriori station coordinates -->
were the correct WGS84 values
used?
- antenna heights
- elevation mask angle
- troposphere reduction applied?
- satellite geometry indicator --> PDOP, RDOP, etc.
Advantage can also be taken of "external
evidence", including:
- Hierarchy of solutions -->
Comparison of triple-difference and
double-difference
solutions.
- "decimetre" triple-difference
solution precisions
- "centimetre" double-difference
ambiguity-free solution precisions
- "millimetre"
double-difference ambiguity-fixed solution precisions
- Dual-frequency solutions -->Comparison of L1, L2 and L3
solutions.
- Single baseline vs multi-baseline solutions
-->Different analysts?
Process using different software
packages?
- Repeat baseline solutions from different sessions.
- Solutions involving tracking to 4 or more satellites, over a period
of 30-60 minutes, for baselines less than about 15km, should be high
quality
ambiguity-fixed solutions.
- Compare with ground control
-->Usually just distance.
- Check BBS or Integrity
Monitoring Service.
How does one really estimate the quality of
individual
solutions?
Combine the baselines into a network
adjustment
!
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© Chris Rizos, SNAP-UNSW, 1999