[IGSREPORT-10406] Wk 1224 MIT T2 Analysis Report
Tom Herring
tah at chandler.mit.edu
Thu Jul 10 01:29:47 PDT 2003
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IGS Electronic Report 10 Jul 01:30:37 PDT 2003 Message Number 10406
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Author: Thomas Herring
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MIT ANALYSIS REPORT GPS-WEEK 1224 Dates: 03jun22 to 03jun28
********************************************************************************
MIT (Massachusetts Institute of Technology)
Room 54-618
77 Massachusetts Avenue,
Cambridge, MA 02139
e-mail: tah at mit.edu
tel: (617)253-5941 (Tom Herring)
fax: (617)253-1699
PRODUCTS GENERATED:
The following products are generated and uploaded into CDDIS @ NASA/GSFC
MIT1224g.SNX Combined sinex file from all available analysis centers
MIT1224g.SUM Name of this summary file
MIT1224g.RES File of the individual AC position estimates residuals
to the combined solution for the week.
0.0 Starting Week 1203 we changed the method used to compute the variance
scaling for each sinex file. The old method is described in item 2 of
the analysis procedures below. In the new method, we determine the scaling
factor by the ratio of the adjustments to the IGS00 frame from a loose,
rotated and translated solution, to the sigmas determined for the adjustment.
The new method is robust when some of the reference sites have changed
position (because of outlier detection during the rotation/translation
step) and is not senstive to any aproiri rescaling factors used in the
analysis.
0.0 Starting Week 1202 adopted IGS01P37_RS54 for reference frame. Dropped
KOKB and FAIR from frame definition.
0.1 Starting Week 1125, we removed AREQ from the sites used in determining
the variance re-scaling of the center SINEX files. This site
appears to have moved by 0.5 meters at around week 1120.
0.2 Starting Week 1110, we stopped applied a pole-tide correction to
SIO sinex files because this correction is already made in their
analysis.
0.3 Starting Week 1066, we adopted the IGS realization of the ITRF97
(referred to as IGS97). We also replaced our constrained solution
a loose solution with translation (+-1 mm) and orientation (+-0.1 mas)
constraints applied.
0.4 Starting Week 1020, we adopted the ITRF97 reference frame
0.5 Starting Week 1002, we re-ordered the summary to give the residual
summary and the SINEX file errors first.
CENTER SUMMARY STATISTICS
CENTER # North East Up
RMS Chi RMS Chi RMS Chi
(mm) (mm) (mm)
COD 171 1.7 .5 1.4 .4 8.2 .7
JPL 0 .0 .0 .0 .0 .0 .0
SIO 146 2.2 .9 2.3 .7 4.9 .7
EMR 44 2.4 .6 2.8 .8 9.2 .7
ESA 57 3.9 1.4 4.9 .9 11.1 1.1
GFZ 184 1.1 .3 1.4 .4 6.1 .5
NGS 77 3.5 1.2 4.4 1.0 13.4 1.5
CENTER SINEX ERRORS: (corrected during processing).
CNT Site Type of Error Used values IGS.SNX values
COM GOPE Used ASH701946.3 dL1 .0006 .0008 .1098 dL2 .0007 .0017 .1280 m
COM GOPE Real ASH701946.3 dL1 .0006 .0008 .1098 dL2 .0007 .0014 .1284 m
COM WUHN Eccentricity: Used -.0094 -.0022 2.3610 Real .0000 .0000 2.3610 m
NRC NYAL Eccentricity: Used .0040 -.0010 5.2160 Real .0000 .0000 5.2160 m
NOA AUCK Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA AUCK Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA BAHR Used ASH700936B_M dL1 .0000 .0000 .1089 dL2 .0000 .0000 .1274 m
NOA BAHR Real ASH700936B_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA BAKO Used TRM14532.00 dL1 .0000 .0000 .0757 dL2 .0000 .0000 .0745 m
NOA BAKO Real TRM14532.00 dL1 .0000 -.0030 .0780 dL2 -.0031 -.0013 .0744 m
NOA BRAZ Eccentricity: Used .0000 .0000 .0070 Real .0000 .0000 .0080 m
NOA BRMU Used TRM29659.00 dL1 .0000 .0000 .1098 dL2 .0000 .0000 .1280 m
NOA BRMU Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA CHAT Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA CHAT Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA DARW Used ASH700936D_M dL1 .0000 .0000 .1089 dL2 .0000 .0000 .1274 m
NOA DARW Real ASH700936D_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA GLPS Used ASH701945B_M dL1 .0000 .0000 .1093 dL2 .0000 .0000 .1262 m
NOA GLPS Real ASH701945B_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA GOUG Used TRM29659.00 dL1 .0000 .0000 .1098 dL2 .0000 .0000 .1280 m
NOA GOUG Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA GRAZ Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA GRAZ Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA KERG Used TRM29659.00 dL1 .0000 .0000 .1098 dL2 .0000 .0000 .1280 m
NOA KERG Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA KOKB Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA KOKB Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA KOUR Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA KOUR Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA MAG0 Used ASH700936D_M dL1 .0000 .0000 .1089 dL2 .0000 .0000 .1274 m
NOA MAG0 Real ASH700936D_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA MATE Used TRM29659.00 dL1 .0000 .0000 .1098 dL2 .0000 .0000 .1280 m
NOA MATE Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA PERT Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA PERT Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA POL2 Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA POL2 Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA SEY1 Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA SEY1 Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA SUTH Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA SUTH Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA THTI Used TRM29659.00 dL1 .0000 .0000 .1098 dL2 .0000 .0000 .1280 m
NOA THTI Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA THU3 Used ASH701073.1 dL1 .0000 .0000 .1089 dL2 .0000 .0000 .1274 m
NOA THU3 Real ASH701073.1 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA TIXI Used ASH700936D_M dL1 .0000 .0000 .1089 dL2 .0000 .0000 .1274 m
NOA TIXI Real ASH700936D_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA TWTF Used ASH701945C_M dL1 .0000 .0000 .1093 dL2 .0000 .0000 .1262 m
NOA TWTF Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA WUHN Used ASH700936E dL1 .0000 .0000 .1081 dL2 .0000 .0000 .1256 m
NOA WUHN Real ASH700936E dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA WUHN Eccentricity: Used -.0094 -.0022 2.3610 Real .0000 .0000 2.3610 m
NOA OHI2 Eccentricity: Used .0000 .0000 -.0008 Real .0000 .0000 -.0080 m
NOA RIOG Used ASH700936C_M dL1 .0000 .0000 .1089 dL2 .0000 .0000 .1274 m
NOA RIOG Real ASH700936C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA KELY Used ASH701945C_M dL1 .0000 .0000 .1090 dL2 .0000 .0000 .1279 m
NOA KELY Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
COD SUNM Eccentricity: Used .0000 .0000 .0770 Real .0000 .0000 .0000 m
SIO VESL Eccentricity: Used .0000 .0000 -.0110 Real .0000 .0000 -.0112 m
SIO PDEL Used LEIAT504 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO PDEL Real LEIAT504 dL1 .0003 -.0003 .1093 dL2 .0011 .0011 .1282 m
SIO QAQ1 Eccentricity: Used .0000 .0000 .0000 Real .0000 .0000 .1206 m
SIO KELY Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO KELY Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO KOUR Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO KOUR Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO ALRT Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO ALRT Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO THU3 Used ASH701073.1 dL1 .0014 -.0010 .1089 dL2 .0010 .0005 .1274 m
SIO THU3 Real ASH701073.1 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO THU2 Used ASH701073.1 dL1 .0014 -.0010 .1089 dL2 .0010 .0005 .1274 m
SIO THU2 Real ASH701073.1 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO EISL Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO EISL Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO SACH Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO SACH Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO INVK Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO INVK Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO KOKB Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO KOKB Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO CHAT Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO CHAT Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO AUCK Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO AUCK Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO DARW Eccentricity: Used .0000 .0000 .0035 Real .0000 .0000 .0025 m
SIO PIMO Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO PIMO Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO TCMS Used LEIAT504 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO TCMS Real LEIAT504 dL1 .0003 -.0003 .1093 dL2 .0011 .0011 .1282 m
SIO PERT Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO PERT Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO POL2 Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO POL2 Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO SEY1 Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO SEY1 Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO KIRU Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO KIRU Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO SUTH Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO SUTH Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO TRO1 Used ASH701073.1 dL1 .0014 -.0010 .1089 dL2 .0010 .0005 .1274 m
SIO TRO1 Real ASH701073.1 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO GRAZ Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
SIO GRAZ Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO NYA1 Used ASH701073.1 dL1 .0014 -.0010 .1089 dL2 .0010 .0005 .1274 m
SIO NYA1 Real ASH701073.1 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA AUCK Eccentricity: Used .0000 .0000 .0018 Real .0000 .0000 .0016 m
ESA NNOR Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
ESA NNOR Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA PERT Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
ESA PERT Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA KOUR Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
ESA KOUR Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA KIRU Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
ESA KIRU Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA GRAZ Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
ESA GRAZ Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA PIMO Used ASH701945C_M dL1 .0005 .0003 .1090 dL2 .0003 .0012 .1279 m
ESA PIMO Real ASH701945C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA REYK Eccentricity: Used .0000 .0000 .0680 Real .0000 .0000 .0555 m
HISTORY and PROCEDURES
----------------------
0.0 Starting Week 998 we adopted full checking of the center sinex
headers and we correct the solutions for differences between the
headers and a modified version of IGS.SNX. (The modifications are
to put full precision antenna L1/L2 offsets and to correct the WUHN
entry. The station log for this site shows height to BCR not ARP).
A new error reporting block has been added below. We also have
removed some of the routine documention in this summary.
0.1 Starting week 993 we started to add corrections for the pole-tide to
the SIO, NGS, and ESA sinex. According to the analysis descriptions
none of these centers apply the pole tide correction. Starting with
the re-submission of week 992, we corrected the LOD values in JPL sinex
files from regularized LOD (should be called LODR in the SINEX file)
to standard LOD. (Since starting multiday polar motion combinations
we have been correcting the sign error in the JPL LOD values.
0.2 Starting week 989 we include as Section 5.0 of this summary, the
Earth rotation parameter estimates from the constrained combination
solution in the IERS format.
0.3 Starting Week 980 we include multiday polar motion/UT1 estimates into
our analysis. We also no longer need to deconstrain the AC sinex
files although to add back into the covariance matrices at rotational
uncertainity which is coupled between station positions and EOPs.
0.4 Starting Week 0943 we base the analysis on the ITRF96 system and the
reference site list for the ITRF96 system. The increase in the number
of sites used to obtain analysis variances increases the variance
factors for all centers by factors between 2 and 4. The Chi**2 for
the center residuals is now much closer to 1.0
0.5 Starting Week 0931 we added a new residual file to our submissions.
A description of the contents of the file is given in the file itself.
We also changed the treatment of the translation of the individual
AC solutions. The generation of the weighting factors and the constrained
combined solution remains unchanged. However, in the unconstrained
analyses (used for AC comparisons) we now allow explicit translation
and scale parameters in the solution. The net effect is to generate
more realisitic sigmas for the center of mass position estimates and to
make the coordinate estimates immune to real center of mass translations
and scale changes.
0.6 Starting Week 0901 we started using a new apriori file not Non-ITRF94 coordinates
based on the analysis of week 0822-0900 sinex files.
1.0 Analysis Procedures:
(1) Each centers sinex solutions are de-constrained by adding back
in a rotational uncertainty.
(2) Covariance matrices are re-scaled by computing the chi**2/freedom of
the position residuals to the reference sites in IGS00 from an loosely
constrained solution that is rotated and translated on to the IGS00 system.
During the rotation/translation step, outliers (4-sigma based on fit) are
removed and this new scheme is more robust when some of the reference sites
have moved (due earthquakes and/or equipment changes).
(2o) This procedure was replaced Week 1203 with the one described above.
Covariance matrices from each center are re-scaled to generate
unit increment in chi square per degree in the tight constraints solution.
The values are are based in the chi**2 per degree of freedom increment
when the loosely constrained solution is constrained to the ITRF1996
coordinates of the 55 Reference sites. Orientation changes are estimated
in this step, but translations and scale are NOT estimated.
(3) The tight solution is generated with the following constraints on
the core sites. Starting Week 0858, ITRF94 is used for the coordinate
system. Starting Week 0878, we changed the site selection here to use
WTZR and GOL2. Starting Week 0897 we stopped using MADR as a core site.
We continue not use MADR in the reference site list.
Earth rotation parameters are estimated for each center (even when not given
in the original SINEX files. In this case the partial derivatives are
computed from the station coordinates).
(4) When the combined and center solutions are compared to ITRF97, the
heights are given a variance 10 times larger than the horizontal coordinates.
The same variance ratio is used when the RMS to ITRF97 core sites is
computed.
(5) Starting Week 0826, we show the differences in the coordinates for
five non-core sites, in remote areas. Four of these sites are processed
by all centers. These sites are not used in the RMS calculations or
the transformation estimation to the 13 core sites. The change in procedure
was because FORT is no longer being processed by all centers. AREQ has
been added to the list for this reason. After Week 0943, when the reference
site list increased we no long summarize additional sites.
(6) Starting Week 0826, we start to show a comparison of each centers
results with the combined solution for the week. When the constraints
are applied to loose combined solution to translate, rotate and scale it
to the ITRF97, the constraints are actually applied using the full
covariance matrix of the combined solution (rather than simply directly
applying the transformations to the coordinates). The approach we use
constrains the center of mass to have zero variance relative to ITRF97.
The result of this is that the combined solution has the same center
of mass position and scale as ITRF97, and therefore when each of the
centers are compared to the combined solution, they generate very similar
translations and scales as they do the ITRF97. Had we simply applied
the transformations to the coordinates, the translations and scale would
have been the difference between the combined translations and scale and
the individual center's translations and scale.
This new section is numbered 4.0.
(7) Starting Week 868, we updated the coordinates of sites not included
in the ITRF94 coordinate files. This introduces a discontinuity in the
the adjustments to some of the "isolated" sites shown below.
2.0 COMBINED FIT TO IGS00
Transformation of loose solution COMBINED to IGS00
-----------------------------------------------
For 39 Sites, RMS after 7 parameter transformation 2.6 mm COMBINED wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-7.8 2.8 -6.3 2.9 -17.4 5.2 -1.065 0.127 COMBINED CoM
Adjustments to core site positions for COMBINED
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 0.3 0.7 0.1 1.0 -0.6 2.7 COMBINED wrt IGS00
MAS1 -0.9 0.8 -1.6 1.3 -13.3 3.1 COMBINED wrt IGS00
FORT -1.3 1.4 6.4 2.4 0.1 6.1 COMBINED wrt IGS00
BRAZ -5.9 1.6 3.6 2.2 -8.9 7.3 COMBINED wrt IGS00
KOUR 0.6 1.0 2.7 1.6 -2.9 4.4 COMBINED wrt IGS00
BRMU 0.7 0.9 -1.8 1.5 -11.7 4.2 COMBINED wrt IGS00
SANT -1.4 1.5 -0.5 1.8 -7.7 4.5 COMBINED wrt IGS00
WES2 -3.4 0.9 -4.5 1.6 -0.6 4.2 COMBINED wrt IGS00
GODE 1.6 0.8 -4.9 1.3 2.1 3.5 COMBINED wrt IGS00
ALGO -0.7 0.8 -1.4 1.1 4.5 3.2 COMBINED wrt IGS00
NLIB 1.7 1.2 -0.2 2.0 12.6 5.2 COMBINED wrt IGS00
MDO1 4.5 1.0 1.9 1.8 18.9 4.8 COMBINED wrt IGS00
PIE1 6.7 0.9 -0.4 1.4 5.8 3.7 COMBINED wrt IGS00
YELL 0.1 1.0 3.0 1.1 3.4 3.3 COMBINED wrt IGS00
GOL2 3.1 1.1 3.7 2.2 12.0 4.9 COMBINED wrt IGS00
DRAO 1.1 0.9 4.6 1.1 2.2 3.1 COMBINED wrt IGS00
CHAT 3.5 1.0 -0.1 1.3 4.5 3.6 COMBINED wrt IGS00
AUCK -0.9 1.0 -2.1 1.3 -5.8 3.6 COMBINED wrt IGS00
MCM4 4.3 1.3 -0.3 1.5 -12.3 5.5 COMBINED wrt IGS00
MAC1 1.1 0.9 -2.9 1.0 3.0 3.1 COMBINED wrt IGS00
HOB2 -7.7 0.9 -1.6 1.3 4.9 3.6 COMBINED wrt IGS00
TSKB -0.7 1.1 4.5 1.3 -4.2 3.2 COMBINED wrt IGS00
CAS1 -2.1 1.0 -1.1 1.1 0.2 3.5 COMBINED wrt IGS00
IRKT 2.3 1.5 -0.5 2.0 -0.3 5.3 COMBINED wrt IGS00
LHAS -4.6 1.0 0.5 1.6 15.2 4.2 COMBINED wrt IGS00
DAV1 -1.1 1.3 0.4 1.5 -6.2 4.5 COMBINED wrt IGS00
KERG -0.2 1.2 -0.2 1.4 -13.0 3.7 COMBINED wrt IGS00
KIT3 -2.0 0.9 0.3 1.4 -0.6 3.6 COMBINED wrt IGS00
BAHR -2.2 0.8 7.4 1.2 -0.4 3.5 COMBINED wrt IGS00
TROM 0.7 1.0 -4.0 1.4 -13.0 3.7 COMBINED wrt IGS00
MATE -2.0 0.9 -2.1 1.4 0.8 4.0 COMBINED wrt IGS00
GRAZ 2.8 0.8 -4.0 1.1 1.2 3.3 COMBINED wrt IGS00
POTS 0.0 0.7 0.4 1.0 -0.2 2.7 COMBINED wrt IGS00
WTZR 1.6 0.7 0.0 1.0 -1.8 2.7 COMBINED wrt IGS00
ONSA -1.4 0.7 -1.3 0.9 2.3 2.7 COMBINED wrt IGS00
WSRT 1.5 0.7 -1.1 0.9 -6.2 2.5 COMBINED wrt IGS00
Reference sites NOT used
MADR 16.8 2.3 -43.9 2.0 -9.7 8.3 COMBINED wrt IGS00
3.0 CENTER FITS TO IGS00
CENTER COD
-------------------
VARIANCE RESCALING FACTOR FOR COD 1157.70
Transformation of loose solution COD to IGS00
-----------------------------------------------
For 32 Sites, RMS after 7 parameter transformation 2.9 mm COD wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-12.2 7.4 -9.0 7.5 -31.3 10.0 -2.177 0.369 COD CoM
Adjustments to core site positions for COD
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.1 3.1 -0.1 2.8 -5.5 11.1 COD wrt IGS00
MAS1 0.6 3.3 0.2 3.5 -18.0 14.0 COD wrt IGS00
FORT 0.4 5.6 5.9 6.1 -2.5 28.0 COD wrt IGS00
BRAZ -6.1 3.3 1.8 3.2 0.9 11.8 COD wrt IGS00
KOUR 3.3 2.7 1.8 2.9 -3.8 10.9 COD wrt IGS00
BRMU 0.2 3.1 -1.8 2.8 -21.2 11.5 COD wrt IGS00
SANT -0.8 3.8 0.7 3.1 15.7 10.6 COD wrt IGS00
WES2 -3.9 4.1 -3.9 3.5 -14.6 15.7 COD wrt IGS00
GODE -0.2 3.1 -5.6 2.8 -3.2 11.2 COD wrt IGS00
ALGO -0.7 3.5 -1.7 2.9 1.8 11.9 COD wrt IGS00
NLIB 0.5 4.5 -1.1 3.8 10.3 17.0 COD wrt IGS00
MDO1 3.0 3.7 2.3 3.6 20.8 15.3 COD wrt IGS00
PIE1 6.2 3.5 0.0 3.4 15.8 14.4 COD wrt IGS00
YELL -0.6 3.9 2.8 2.8 4.8 11.5 COD wrt IGS00
DRAO 2.1 3.1 4.6 2.5 8.4 9.4 COD wrt IGS00
CHAT 3.5 3.1 0.1 2.9 -4.3 10.7 COD wrt IGS00
AUCK 1.7 2.7 -2.3 2.6 -8.0 9.4 COD wrt IGS00
MAC1 3.0 3.0 -2.2 2.2 -9.2 9.0 COD wrt IGS00
TIDB -4.5 2.9 -4.4 2.5 -11.3 11.0 COD wrt IGS00
HOB2 -4.4 3.0 -1.7 2.4 -9.0 10.0 COD wrt IGS00
TSKB -1.6 3.9 5.3 3.2 20.5 11.9 COD wrt IGS00
PERT -5.0 2.8 0.1 2.7 -19.3 11.7 COD wrt IGS00
YAR1 2.5 2.9 -3.8 2.9 19.6 11.8 COD wrt IGS00
CAS1 -3.5 3.1 0.8 2.3 -0.2 9.5 COD wrt IGS00
KERG -1.7 3.4 1.7 2.9 -9.2 10.2 COD wrt IGS00
KIT3 -3.1 4.7 1.7 3.9 22.1 17.6 COD wrt IGS00
BAHR -0.3 2.8 7.5 2.7 -7.7 10.7 COD wrt IGS00
GRAZ 0.2 3.1 -3.7 2.5 4.9 10.2 COD wrt IGS00
POTS -1.6 3.0 -0.4 2.4 4.8 9.0 COD wrt IGS00
WTZR -0.7 2.9 -0.4 2.3 2.4 8.8 COD wrt IGS00
ONSA -2.1 4.8 -1.4 3.5 4.7 15.2 COD wrt IGS00
WSRT -0.1 2.9 -2.0 2.3 -1.9 8.2 COD wrt IGS00
Reference sites NOT used
MADR 15.2 3.4 -44.7 3.0 -11.1 12.6 COD wrt IGS00
CENTER EMR
-------------------
VARIANCE RESCALING FACTOR FOR EMR 61.60
Transformation of loose solution EMR to IGS00
-----------------------------------------------
For 20 Sites, RMS after 7 parameter transformation 2.5 mm EMR wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-3.0 15.2 -14.6 16.3 -7.0 16.7 -3.076 0.502 EMR CoM
Adjustments to core site positions for EMR
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -1.3 2.9 0.0 2.7 2.6 10.7 EMR wrt IGS00
MAS1 -1.8 2.9 -1.6 3.2 -8.4 12.4 EMR wrt IGS00
FORT -2.9 11.3 1.7 16.2 -7.2 51.6 EMR wrt IGS00
KOUR 0.3 3.5 2.1 3.8 -6.4 13.1 EMR wrt IGS00
ALGO -2.1 3.0 -3.0 2.7 -1.2 10.6 EMR wrt IGS00
PIE1 2.5 3.0 -3.2 3.1 -4.6 12.4 EMR wrt IGS00
YELL 0.3 3.7 -1.6 2.6 -6.3 12.2 EMR wrt IGS00
DRAO 0.4 3.2 -0.5 2.6 -6.6 10.6 EMR wrt IGS00
AUCK 4.2 3.1 0.7 3.1 -1.6 12.2 EMR wrt IGS00
MAC1 5.8 3.7 1.9 2.8 -2.0 13.3 EMR wrt IGS00
TIDB -2.3 2.8 -0.6 2.4 3.6 11.3 EMR wrt IGS00
TSKB 1.5 3.5 7.0 2.7 13.2 11.0 EMR wrt IGS00
PERT -6.0 3.0 -2.5 2.7 -3.9 11.8 EMR wrt IGS00
CAS1 -2.1 3.9 -4.3 3.1 -12.6 14.6 EMR wrt IGS00
IRKT 2.4 5.4 0.5 4.0 16.5 17.1 EMR wrt IGS00
KERG 2.0 4.4 -3.3 3.9 13.0 14.7 EMR wrt IGS00
BAHR -0.2 3.2 5.2 3.3 10.8 12.8 EMR wrt IGS00
MATE 1.3 3.3 -1.9 3.0 3.7 12.7 EMR wrt IGS00
ONSA -1.9 3.2 0.8 2.4 1.2 10.4 EMR wrt IGS00
NYAL -6.1 3.0 -1.1 2.6 -7.8 16.0 EMR wrt IGS00
Reference sites NOT used
CENTER GFZ
-------------------
VARIANCE RESCALING FACTOR FOR GFZ 178.50
Transformation of loose solution GFZ to IGS00
-----------------------------------------------
For 37 Sites, RMS after 7 parameter transformation 2.8 mm GFZ wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
0.7 3891.8 -1.9 3891.8 -0.9 3891.8 -1.225 0.344 GFZ CoM
Adjustments to core site positions for GFZ
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 0.1 2.0 0.4 1.9 3.3 6.6 GFZ wrt IGS00
MAS1 -0.8 3.0 -1.5 3.3 -5.0 12.7 GFZ wrt IGS00
FORT -1.4 3.5 2.9 4.2 -3.2 16.0 GFZ wrt IGS00
BRAZ -7.8 3.4 2.6 3.6 -8.1 14.6 GFZ wrt IGS00
KOUR 3.5 4.4 2.0 5.2 -14.4 20.7 GFZ wrt IGS00
BRMU -0.1 3.1 -1.7 3.0 -19.4 12.2 GFZ wrt IGS00
SANT -0.9 3.5 2.8 3.3 6.7 11.4 GFZ wrt IGS00
WES2 -3.5 4.1 -4.8 3.6 -11.8 15.7 GFZ wrt IGS00
GODE 0.9 3.2 -5.0 3.6 -5.8 11.6 GFZ wrt IGS00
ALGO -0.3 2.2 -1.4 2.0 -1.1 7.1 GFZ wrt IGS00
NLIB 1.9 5.0 -1.1 4.5 -0.5 19.1 GFZ wrt IGS00
MDO1 3.3 3.5 1.3 3.7 5.3 15.0 GFZ wrt IGS00
PIE1 5.2 3.9 -2.3 3.7 -0.3 15.4 GFZ wrt IGS00
YELL -0.9 3.6 1.5 2.6 -0.9 11.7 GFZ wrt IGS00
DRAO 2.1 3.2 3.7 2.5 -1.3 9.9 GFZ wrt IGS00
CHAT 4.1 2.2 1.0 2.1 14.2 6.8 GFZ wrt IGS00
AUCK 1.2 2.4 -1.2 2.3 1.3 8.2 GFZ wrt IGS00
MCM4 1.1 4.5 0.3 4.0 -25.0 23.1 GFZ wrt IGS00
MAC1 2.7 2.3 -2.0 1.8 -0.8 6.7 GFZ wrt IGS00
HOB2 -6.3 3.3 -1.0 2.7 3.0 11.2 GFZ wrt IGS00
TSKB -2.7 3.6 5.2 3.0 5.0 12.3 GFZ wrt IGS00
PERT -6.3 3.4 -1.6 3.4 -13.8 13.2 GFZ wrt IGS00
CAS1 -1.5 3.1 -1.2 2.6 1.8 11.0 GFZ wrt IGS00
IRKT 1.0 5.0 -1.0 3.7 20.2 16.3 GFZ wrt IGS00
DAV1 -1.7 3.3 -1.7 2.8 -10.1 12.0 GFZ wrt IGS00
KERG 0.0 3.8 -0.1 3.2 -16.3 12.0 GFZ wrt IGS00
KIT3 -2.8 4.2 1.3 3.7 14.0 17.1 GFZ wrt IGS00
BAHR -0.7 2.2 6.8 2.2 11.1 8.0 GFZ wrt IGS00
MATE -0.3 3.7 -3.1 3.4 4.4 14.2 GFZ wrt IGS00
GRAZ 1.1 3.3 -3.4 2.7 17.4 10.2 GFZ wrt IGS00
POTS -0.3 3.0 0.1 2.4 4.1 9.5 GFZ wrt IGS00
WTZR 0.8 3.0 0.2 2.4 6.2 9.4 GFZ wrt IGS00
ONSA -0.6 3.1 -1.2 2.4 3.0 9.9 GFZ wrt IGS00
NYAL -7.4 2.8 -4.1 2.5 -1.0 13.9 GFZ wrt IGS00
WSRT 1.6 3.2 -1.6 2.6 0.0 10.1 GFZ wrt IGS00
Reference sites NOT used
MADR 16.8 3.3 -43.5 3.0 -1.3 11.5 GFZ wrt IGS00
CENTER SIO
-------------------
VARIANCE RESCALING FACTOR FOR SIO 4.66
Transformation of loose solution SIO to IGS00
-----------------------------------------------
For 38 Sites, RMS after 7 parameter transformation 3.2 mm SIO wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-8.3 6.3 4.4 6.3 -25.3 15.1 -1.194 0.248 SIO CoM
Adjustments to core site positions for SIO
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.3 1.4 -0.8 1.8 2.4 4.5 SIO wrt IGS00
MAS1 0.0 1.3 -2.8 2.2 -6.5 4.3 SIO wrt IGS00
FORT 2.0 2.7 4.3 4.3 3.9 9.1 SIO wrt IGS00
KOUR 5.9 2.8 0.6 5.2 9.0 10.9 SIO wrt IGS00
BRMU 0.9 2.2 -0.9 4.2 -3.5 7.7 SIO wrt IGS00
SANT 3.5 5.2 -0.3 6.4 -16.9 10.9 SIO wrt IGS00
WES2 -2.4 2.3 -2.6 4.0 -2.9 7.6 SIO wrt IGS00
GODE 1.6 2.1 -3.0 3.6 5.6 6.6 SIO wrt IGS00
ALGO -0.1 2.3 0.7 3.7 2.3 7.6 SIO wrt IGS00
NLIB 1.3 2.7 2.0 4.6 14.6 9.1 SIO wrt IGS00
PIE1 7.0 2.3 0.9 4.1 8.3 6.3 SIO wrt IGS00
YELL -4.2 2.4 3.2 3.0 4.9 6.0 SIO wrt IGS00
DRAO -1.6 2.4 6.6 3.3 6.3 6.4 SIO wrt IGS00
CHAT 2.3 3.0 -2.1 3.7 7.4 7.1 SIO wrt IGS00
AUCK -1.1 2.9 -3.3 4.2 0.8 6.7 SIO wrt IGS00
MCM4 3.2 2.1 -1.2 2.2 -20.2 7.4 SIO wrt IGS00
MAC1 2.6 2.2 -4.5 2.9 6.3 6.0 SIO wrt IGS00
HOB2 -6.7 2.6 -1.6 3.9 8.9 6.5 SIO wrt IGS00
CAS1 0.6 1.9 -2.3 2.6 3.2 5.9 SIO wrt IGS00
IRKT -5.9 3.3 6.5 5.1 -3.6 9.1 SIO wrt IGS00
DAV1 0.9 2.3 2.0 2.7 -5.0 6.4 SIO wrt IGS00
KERG -1.4 2.3 -1.4 3.2 -9.9 6.0 SIO wrt IGS00
KIT3 -3.9 1.7 3.0 2.3 -8.6 4.9 SIO wrt IGS00
BAHR -3.5 2.0 8.0 3.1 -2.3 6.7 SIO wrt IGS00
TROM -0.5 1.8 -2.7 2.3 -11.7 5.2 SIO wrt IGS00
MATE -0.8 1.6 -2.7 2.1 4.2 5.6 SIO wrt IGS00
GRAZ 0.6 1.7 -3.7 1.7 4.3 5.5 SIO wrt IGS00
POTS -1.1 1.3 0.4 1.5 0.7 3.8 SIO wrt IGS00
WTZR -0.5 1.4 0.4 1.5 -0.4 4.1 SIO wrt IGS00
ONSA -2.6 1.3 -1.4 1.5 4.3 3.9 SIO wrt IGS00
WSRT 0.1 1.2 -1.5 1.3 -5.0 3.5 SIO wrt IGS00
Reference sites NOT used
CENTER NGS
-------------------
VARIANCE RESCALING FACTOR FOR NGS 291.00
Transformation of loose solution NGS to IGS00
-----------------------------------------------
For 38 Sites, RMS after 7 parameter transformation 4.7 mm NGS wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
0.8 10.3 5.5 10.3 -24.2 33.0 -1.252 0.411 NGS CoM
Adjustments to core site positions for NGS
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 1.2 2.1 1.0 3.4 -5.2 7.1 NGS wrt IGS00
MAS1 -1.0 3.1 -3.6 4.9 -32.1 9.5 NGS wrt IGS00
BRAZ -1.4 4.4 5.3 7.9 -16.3 13.4 NGS wrt IGS00
KOUR 5.1 3.3 -0.9 5.4 -4.6 9.1 NGS wrt IGS00
BRMU 2.9 2.1 -0.6 3.8 2.5 7.0 NGS wrt IGS00
SANT -0.7 4.7 -4.6 6.2 -16.4 9.6 NGS wrt IGS00
WES2 -2.4 1.9 -2.4 3.9 15.2 7.1 NGS wrt IGS00
GODE 3.3 1.8 -2.1 3.4 15.1 6.8 NGS wrt IGS00
ALGO -0.2 1.8 1.5 3.4 20.4 6.6 NGS wrt IGS00
NLIB 2.5 2.3 4.5 4.8 24.8 9.8 NGS wrt IGS00
MDO1 5.5 2.6 3.7 4.7 27.3 9.8 NGS wrt IGS00
PIE1 8.0 2.4 0.4 4.1 15.0 8.6 NGS wrt IGS00
YELL 3.4 2.4 7.0 3.0 9.0 7.0 NGS wrt IGS00
GOL2 3.3 2.6 3.9 4.0 14.0 8.6 NGS wrt IGS00
DRAO 3.0 2.3 5.9 3.3 8.1 7.3 NGS wrt IGS00
CHAT 0.4 2.8 -4.9 3.8 1.6 8.3 NGS wrt IGS00
AUCK -5.8 3.2 -6.2 3.8 -4.0 8.5 NGS wrt IGS00
MCM4 5.1 2.9 -5.9 3.3 9.4 10.9 NGS wrt IGS00
MAC1 -3.3 2.0 -6.7 2.9 24.6 7.5 NGS wrt IGS00
CAS1 -1.4 2.4 -1.8 3.4 20.6 8.8 NGS wrt IGS00
IRKT 0.0 3.5 0.0 5.2 -16.1 9.8 NGS wrt IGS00
DAV1 1.4 3.2 2.1 3.8 11.9 9.8 NGS wrt IGS00
KERG -1.5 3.8 -1.2 5.5 11.8 11.3 NGS wrt IGS00
KIT3 -5.7 3.1 4.7 4.9 -15.7 8.8 NGS wrt IGS00
TROM 0.1 2.1 -5.9 2.5 -21.6 7.2 NGS wrt IGS00
MATE -3.3 2.2 1.3 3.8 -11.5 8.7 NGS wrt IGS00
GRAZ 3.9 1.8 -4.8 3.0 -13.3 7.2 NGS wrt IGS00
POTS 0.5 1.8 0.4 2.9 -8.8 7.0 NGS wrt IGS00
WTZR 2.7 1.7 -0.6 2.8 -14.1 6.8 NGS wrt IGS00
ONSA -1.1 1.7 -3.3 2.6 -4.4 6.7 NGS wrt IGS00
WSRT 2.5 1.7 -0.3 2.7 -18.1 6.6 NGS wrt IGS00
Reference sites NOT used
CENTER ESA
-------------------
VARIANCE RESCALING FACTOR FOR ESA 99.44
Transformation of loose solution ESA to IGS00
-----------------------------------------------
For 30 Sites, RMS after 7 parameter transformation 4.3 mm ESA wrt IGS00
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
8.2 7.9 -10.4 8.5 -26.4 24.3 -0.151 0.402 ESA CoM
Adjustments to core site positions for ESA
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 2.1 2.0 0.9 4.1 -6.3 7.6 ESA wrt IGS00
MAS1 -2.0 2.2 -3.3 5.1 -22.0 8.8 ESA wrt IGS00
KOUR -9.2 2.9 -2.6 5.3 0.3 10.3 ESA wrt IGS00
WES2 -7.4 2.4 -5.8 5.6 6.3 11.7 ESA wrt IGS00
GODE -1.6 2.0 -6.1 4.4 1.5 8.2 ESA wrt IGS00
ALGO -3.9 2.0 -2.5 4.1 7.6 7.8 ESA wrt IGS00
NLIB 1.2 2.9 1.0 7.5 11.6 13.0 ESA wrt IGS00
MDO1 4.4 2.6 0.7 6.3 18.9 12.3 ESA wrt IGS00
PIE1 6.4 2.6 3.1 6.2 9.2 10.7 ESA wrt IGS00
YELL 6.0 3.3 7.5 4.7 4.6 10.0 ESA wrt IGS00
DRAO 4.0 2.6 7.6 4.3 0.3 8.0 ESA wrt IGS00
AUCK 1.1 8.2 -0.4 16.5 14.2 20.3 ESA wrt IGS00
TIDB -6.2 2.5 -8.2 4.8 -6.5 9.5 ESA wrt IGS00
HOB2 -5.9 2.6 0.1 4.8 15.2 9.7 ESA wrt IGS00
CAS1 0.4 3.7 6.2 4.8 -7.3 10.9 ESA wrt IGS00
IRKT 3.8 5.2 -3.0 9.9 5.9 15.9 ESA wrt IGS00
LHAS -2.9 3.1 -3.5 6.1 20.3 10.5 ESA wrt IGS00
KERG 3.0 3.6 -2.9 6.2 -27.8 9.4 ESA wrt IGS00
KIT3 -2.1 2.6 -1.0 5.4 11.0 11.8 ESA wrt IGS00
BAHR -2.3 2.1 10.3 4.4 6.5 8.7 ESA wrt IGS00
TROM 0.6 2.6 -1.3 3.7 -19.4 9.1 ESA wrt IGS00
GRAZ 6.8 2.9 -6.7 5.8 -0.5 9.1 ESA wrt IGS00
POTS 3.3 2.2 6.7 4.1 -6.8 8.3 ESA wrt IGS00
WTZR 6.0 2.3 3.1 4.2 -2.8 7.8 ESA wrt IGS00
ONSA 0.2 2.3 2.9 4.0 -0.8 8.2 ESA wrt IGS00
NYAL -9.7 3.1 -3.9 3.5 -14.8 10.9 ESA wrt IGS00
WSRT 4.4 2.1 4.0 3.7 -4.3 7.6 ESA wrt IGS00
Reference sites NOT used
4.0 CENTER FITS TO COMBINED SOLUTION
CENTER COD
-------------------
VARIANCE RESCALING FACTOR FOR COD 1157.70
Transformation of loose solution COD to COMB
-----------------------------------------------
For 35 Sites, RMS after 7 parameter transformation 2.2 mm COD wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-12.8 7.4 -9.0 7.5 -30.2 10.0 -1.842 0.353 COD CoM
Adjustments to core site positions for COD
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.1 3.1 -0.1 2.8 -7.3 11.2 COD wrt COMB
MAS1 1.7 3.3 1.7 3.5 -6.8 14.0 COD wrt COMB
FORT 2.1 5.7 -0.4 6.1 -4.1 28.0 COD wrt COMB
BRAZ 0.2 3.4 -1.4 3.2 8.4 11.9 COD wrt COMB
KOUR 2.8 2.8 -0.7 2.9 -2.7 10.9 COD wrt COMB
BRMU -0.4 3.1 -0.2 2.8 -12.0 11.5 COD wrt COMB
SANT 0.8 3.8 2.2 3.1 22.0 10.7 COD wrt COMB
WES2 -0.5 4.1 0.2 3.5 -16.7 15.8 COD wrt COMB
GODE -1.9 3.1 -1.1 2.9 -8.1 11.3 COD wrt COMB
ALGO -0.1 3.5 -0.7 2.9 -5.4 11.9 COD wrt COMB
NLIB -1.6 4.5 -1.4 3.9 -5.1 17.0 COD wrt COMB
MDO1 -2.2 3.8 0.0 3.6 -0.9 15.3 COD wrt COMB
PIE1 -1.3 3.5 0.0 3.4 7.0 14.4 COD wrt COMB
YELL -1.1 3.9 -1.2 2.8 -1.8 11.5 COD wrt COMB
DRAO 0.2 3.2 -0.7 2.6 3.0 9.4 COD wrt COMB
CHAT -2.6 3.1 0.5 2.9 -10.6 10.8 COD wrt COMB
AUCK -0.1 2.7 -0.1 2.7 -4.1 9.5 COD wrt COMB
MAC1 -0.7 3.1 0.3 2.3 -13.8 9.1 COD wrt COMB
TIDB 1.6 2.9 -0.2 2.5 -8.0 11.1 COD wrt COMB
HOB2 0.6 3.0 -0.9 2.4 -15.6 10.0 COD wrt COMB
GUAM 1.0 3.1 0.1 2.8 26.6 11.0 COD wrt COMB
TSKB -2.9 3.8 0.6 3.1 21.5 11.9 COD wrt COMB
PERT 2.2 2.8 1.9 2.7 -9.5 11.7 COD wrt COMB
YAR1 2.2 2.9 2.6 2.9 -3.0 11.8 COD wrt COMB
CAS1 -3.1 3.1 0.2 2.3 -1.6 9.6 COD wrt COMB
LHAS 1.9 3.2 -3.3 3.1 17.3 13.1 COD wrt COMB
KERG -2.1 3.4 -0.1 2.9 2.6 10.2 COD wrt COMB
KIT3 -1.9 4.7 1.6 3.9 20.0 17.7 COD wrt COMB
BAHR 1.2 2.8 -0.1 2.7 -9.6 10.7 COD wrt COMB
MALI 0.2 3.8 0.1 4.4 15.4 16.0 COD wrt COMB
GRAZ -2.5 3.1 0.6 2.6 1.1 10.2 COD wrt COMB
POTS -1.5 3.0 -0.4 2.4 2.4 9.0 COD wrt COMB
WTZR -2.2 2.9 -0.1 2.4 1.6 8.8 COD wrt COMB
ONSA -0.4 4.9 0.3 3.5 -0.4 15.2 COD wrt COMB
WSRT -1.4 2.9 -0.5 2.3 1.7 8.2 COD wrt COMB
Reference sites NOT used
MADR -1.3 3.4 -0.7 3.0 -3.8 12.6 COD wrt COMB
CENTER EMR
-------------------
VARIANCE RESCALING FACTOR FOR EMR 61.60
Transformation of loose solution EMR to COMB
-----------------------------------------------
For 21 Sites, RMS after 7 parameter transformation 2.6 mm EMR wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-5.1 15.2 -14.3 16.3 -6.3 16.8 -2.772 0.490 EMR CoM
Adjustments to core site positions for EMR
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -2.7 2.9 0.2 2.7 2.3 10.7 EMR wrt COMB
MAS1 -1.7 2.9 0.6 3.2 4.4 12.4 EMR wrt COMB
FORT -1.2 11.3 -3.5 16.1 -7.3 51.6 EMR wrt COMB
KOUR -0.3 3.5 1.0 3.8 -4.0 13.1 EMR wrt COMB
ALGO -1.8 3.0 0.1 2.7 -7.6 10.6 EMR wrt COMB
PIE1 -4.4 3.0 -1.1 3.2 -13.1 12.4 EMR wrt COMB
YELL 0.5 3.7 -3.4 2.7 -12.6 12.2 EMR wrt COMB
DRAO -0.5 3.2 -3.7 2.7 -11.8 10.6 EMR wrt COMB
AUCK 2.4 3.1 3.5 3.2 1.1 12.2 EMR wrt COMB
MAC1 1.7 3.8 4.7 2.8 -7.5 13.3 EMR wrt COMB
TIDB 3.9 2.9 3.9 2.4 5.7 11.3 EMR wrt COMB
GUAM 1.8 3.1 2.2 2.8 -4.1 12.0 EMR wrt COMB
TSKB 1.6 3.3 1.7 2.5 13.5 10.9 EMR wrt COMB
PERT 1.2 2.9 -1.1 2.7 5.1 11.8 EMR wrt COMB
CAS1 -2.1 4.0 -5.4 3.2 -14.5 14.7 EMR wrt COMB
IRKT -0.5 5.4 -0.3 4.0 13.7 17.1 EMR wrt COMB
KERG 1.8 4.4 -5.7 4.0 24.9 14.8 EMR wrt COMB
BAHR 0.8 3.2 -3.4 3.3 9.8 12.8 EMR wrt COMB
MATE 2.1 3.4 0.0 3.1 1.9 12.7 EMR wrt COMB
ONSA -1.9 3.2 2.0 2.4 -2.7 10.4 EMR wrt COMB
NYAL 0.4 3.0 3.8 2.6 -0.1 16.0 EMR wrt COMB
Reference sites NOT used
CENTER GFZ
-------------------
VARIANCE RESCALING FACTOR FOR GFZ 178.50
Transformation of loose solution GFZ to COMB
-----------------------------------------------
For 39 Sites, RMS after 7 parameter transformation 1.8 mm GFZ wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
0.5 3891.8 -1.6 3891.8 -0.6 3891.8 -0.918 0.326 GFZ CoM
Adjustments to core site positions for GFZ
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.5 2.0 0.1 1.9 1.8 6.6 GFZ wrt COMB
MAS1 -0.3 3.0 -0.1 3.3 6.4 12.7 GFZ wrt COMB
FORT -0.2 3.5 -3.6 4.2 -4.8 16.0 GFZ wrt COMB
BRAZ -1.9 3.5 -0.9 3.7 -0.7 14.6 GFZ wrt COMB
KOUR 2.6 4.4 -0.6 5.2 -13.1 20.7 GFZ wrt COMB
BRMU -1.1 3.1 0.3 3.0 -9.6 12.2 GFZ wrt COMB
SANT 0.6 3.6 3.6 3.3 13.0 11.4 GFZ wrt COMB
WES2 -0.4 4.1 -0.1 3.6 -13.1 15.7 GFZ wrt COMB
GODE -1.1 3.2 0.1 3.6 -9.8 11.7 GFZ wrt COMB
ALGO 0.0 2.2 0.3 2.0 -7.4 7.1 GFZ wrt COMB
NLIB -0.1 5.0 -0.5 4.5 -15.1 19.2 GFZ wrt COMB
MDO1 -1.6 3.5 -0.2 3.7 -15.5 15.0 GFZ wrt COMB
PIE1 -1.9 3.9 -1.5 3.7 -8.1 15.4 GFZ wrt COMB
YELL -1.3 3.6 -1.3 2.6 -6.5 11.8 GFZ wrt COMB
DRAO 0.7 3.2 -0.5 2.5 -5.7 9.9 GFZ wrt COMB
CHAT 0.2 2.1 1.8 2.1 7.8 6.8 GFZ wrt COMB
AUCK 1.5 2.4 1.4 2.3 5.2 8.2 GFZ wrt COMB
MCM4 -3.7 4.6 1.2 4.0 -14.5 23.2 GFZ wrt COMB
MAC1 1.0 2.3 1.3 1.8 -5.7 6.6 GFZ wrt COMB
TIDB 0.4 2.4 0.3 2.1 -1.1 8.3 GFZ wrt COMB
HOB2 0.7 3.4 0.9 2.7 -3.8 11.2 GFZ wrt COMB
GUAM 0.2 2.9 0.4 3.1 6.4 12.4 GFZ wrt COMB
TSKB -2.2 3.5 1.0 2.9 6.7 12.3 GFZ wrt COMB
PERT 2.4 3.4 1.6 3.5 -4.3 13.2 GFZ wrt COMB
CAS1 -0.1 3.2 -0.2 2.7 -0.3 11.1 GFZ wrt COMB
IRKT -1.4 5.0 -0.5 3.7 18.0 16.3 GFZ wrt COMB
LHAS 2.0 3.2 -1.4 3.3 13.2 14.9 GFZ wrt COMB
DAV1 -1.2 3.3 -2.4 2.9 -5.7 12.1 GFZ wrt COMB
KERG -0.4 3.8 -0.3 3.3 -5.2 12.1 GFZ wrt COMB
KIT3 -0.9 4.2 0.9 3.8 12.2 17.1 GFZ wrt COMB
BAHR 1.2 2.1 -0.8 2.2 9.3 8.0 GFZ wrt COMB
MALI -1.1 3.9 -0.3 4.5 3.7 17.1 GFZ wrt COMB
MATE 1.4 3.7 -1.1 3.4 1.5 14.2 GFZ wrt COMB
GRAZ -1.9 3.3 0.5 2.7 14.1 10.2 GFZ wrt COMB
POTS -0.6 3.1 -0.5 2.4 2.1 9.5 GFZ wrt COMB
WTZR -1.0 3.0 0.0 2.4 5.9 9.4 GFZ wrt COMB
ONSA 0.6 3.1 -0.1 2.4 -1.5 10.0 GFZ wrt COMB
NYAL 0.4 2.8 0.6 2.5 6.7 13.9 GFZ wrt COMB
WSRT -0.3 3.2 -0.6 2.6 4.1 10.1 GFZ wrt COMB
Reference sites NOT used
MADR -0.3 3.3 0.3 3.0 6.4 11.5 GFZ wrt COMB
CENTER SIO
-------------------
VARIANCE RESCALING FACTOR FOR SIO 4.66
Transformation of loose solution SIO to COMB
-----------------------------------------------
For 40 Sites, RMS after 7 parameter transformation 1.9 mm SIO wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-8.3 6.3 4.5 6.2 -26.7 15.1 -0.864 0.233 SIO CoM
Adjustments to core site positions for SIO
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.3 1.5 -1.8 1.9 1.7 4.6 SIO wrt COMB
MAS1 1.1 1.4 -2.1 2.3 5.3 4.4 SIO wrt COMB
FORT 3.7 2.8 -3.0 4.4 1.7 9.2 SIO wrt COMB
KOUR 5.6 2.8 -2.8 5.3 10.0 11.0 SIO wrt COMB
BRMU 0.5 2.2 0.5 4.2 6.8 7.7 SIO wrt COMB
SANT 5.3 5.2 -0.8 6.4 -12.0 11.0 SIO wrt COMB
WES2 1.1 2.4 1.7 4.1 -3.4 7.7 SIO wrt COMB
GODE 0.1 2.2 1.7 3.7 2.4 6.7 SIO wrt COMB
ALGO 0.7 2.3 2.1 3.6 -3.1 7.6 SIO wrt COMB
NLIB -0.1 2.7 2.3 4.6 0.9 9.1 SIO wrt COMB
MDO1 0.6 2.6 3.1 4.8 3.5 8.9 SIO wrt COMB
PIE1 1.1 2.3 1.3 4.2 1.2 6.3 SIO wrt COMB
YELL -4.0 2.3 0.8 2.9 0.8 6.0 SIO wrt COMB
GOL2 0.2 2.3 5.3 3.8 4.5 7.3 SIO wrt COMB
DRAO -2.1 2.3 2.4 3.2 3.2 6.3 SIO wrt COMB
CHAT 0.6 2.9 -2.7 3.9 -0.2 7.2 SIO wrt COMB
AUCK 1.9 2.8 -1.8 4.4 3.8 6.8 SIO wrt COMB
MCM4 0.2 2.2 -1.2 2.3 -11.5 7.5 SIO wrt COMB
MAC1 3.3 2.2 -2.1 3.0 0.0 6.1 SIO wrt COMB
TIDB -0.2 2.9 -0.2 4.1 2.5 7.4 SIO wrt COMB
HOB2 3.0 2.6 -0.4 4.0 1.0 6.5 SIO wrt COMB
GUAM -8.0 3.4 -1.4 6.3 12.5 11.8 SIO wrt COMB
TSKB -6.9 2.4 -2.3 3.0 -6.4 5.2 SIO wrt COMB
PERT -1.5 3.1 -1.5 5.2 4.6 9.8 SIO wrt COMB
CAS1 4.1 2.0 -0.8 2.7 -0.5 6.1 SIO wrt COMB
IRKT -6.5 3.2 6.2 5.1 -4.4 9.1 SIO wrt COMB
LHAS -2.4 2.4 6.3 4.2 -6.4 8.3 SIO wrt COMB
DAV1 2.8 2.3 2.4 2.9 -2.3 6.5 SIO wrt COMB
KERG 0.0 2.3 -0.9 3.3 -0.2 6.1 SIO wrt COMB
KIT3 -0.4 1.7 1.6 2.3 -9.4 4.9 SIO wrt COMB
BAHR 0.0 2.0 -0.5 3.1 -3.5 6.7 SIO wrt COMB
MALI -1.1 4.6 -2.9 9.0 -13.6 18.7 SIO wrt COMB
TROM -1.1 1.8 0.1 2.3 0.4 5.2 SIO wrt COMB
MATE 1.7 1.7 -1.7 2.2 2.2 5.7 SIO wrt COMB
GRAZ -1.7 1.8 -0.8 1.9 1.9 5.6 SIO wrt COMB
POTS -0.8 1.4 -1.1 1.6 -0.1 3.9 SIO wrt COMB
WTZR -1.7 1.5 -0.8 1.7 0.3 4.2 SIO wrt COMB
ONSA -1.0 1.4 -1.2 1.6 1.1 4.0 SIO wrt COMB
NYAL -0.7 2.0 -0.8 2.3 0.0 6.4 SIO wrt COMB
WSRT -1.3 1.3 -1.4 1.4 0.2 3.5 SIO wrt COMB
Reference sites NOT used
CENTER NGS
-------------------
VARIANCE RESCALING FACTOR FOR NGS 291.00
Transformation of loose solution NGS to COMB
-----------------------------------------------
For 41 Sites, RMS after 7 parameter transformation 3.4 mm NGS wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
1.1 10.2 6.3 10.2 -27.3 32.9 -1.063 0.385 NGS CoM
Adjustments to core site positions for NGS
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 1.1 2.2 -1.4 3.6 -4.1 7.1 NGS wrt COMB
MAS1 0.1 3.1 -4.2 5.0 -18.7 9.6 NGS wrt COMB
FORT 6.9 4.4 7.7 9.6 -0.4 14.2 NGS wrt COMB
BRAZ 5.2 4.3 -0.5 7.9 -9.1 13.5 NGS wrt COMB
KOUR 5.2 3.3 -5.4 5.3 -2.2 9.1 NGS wrt COMB
BRMU 2.5 2.2 0.4 3.8 15.1 7.1 NGS wrt COMB
SANT 1.7 4.7 -6.6 6.3 -11.1 9.8 NGS wrt COMB
WES2 1.0 2.0 1.8 4.0 17.1 7.3 NGS wrt COMB
GODE 2.0 2.0 2.6 3.5 14.2 6.9 NGS wrt COMB
ALGO 0.5 2.0 3.1 3.5 17.5 6.8 NGS wrt COMB
NLIB 1.5 2.5 5.1 5.0 13.5 9.9 NGS wrt COMB
MDO1 2.7 2.9 1.9 4.9 9.4 9.9 NGS wrt COMB
PIE1 2.9 2.7 1.1 4.3 10.3 8.7 NGS wrt COMB
YELL 3.8 2.5 5.6 3.1 7.5 7.1 NGS wrt COMB
GOL2 2.3 2.8 0.9 4.1 3.2 8.7 NGS wrt COMB
DRAO 3.3 2.5 2.6 3.4 7.5 7.5 NGS wrt COMB
CHAT 1.5 2.6 -5.8 4.2 -6.0 8.3 NGS wrt COMB
AUCK 0.0 2.8 -4.8 4.1 -1.0 8.5 NGS wrt COMB
MCM4 4.0 3.4 -5.6 3.8 17.5 10.9 NGS wrt COMB
MAC1 -0.1 1.9 -3.9 3.2 17.9 7.4 NGS wrt COMB
HOB2 -1.8 1.8 -3.4 3.2 9.0 7.4 NGS wrt COMB
GUAM -5.4 3.7 2.4 5.7 -20.2 8.8 NGS wrt COMB
TSKB -1.2 3.7 3.0 5.0 -23.4 7.5 NGS wrt COMB
PERT -5.3 2.3 -3.0 4.1 16.9 7.5 NGS wrt COMB
YAR1 -5.6 2.4 -4.1 4.1 13.2 7.5 NGS wrt COMB
CAS1 3.2 2.9 1.0 3.7 16.1 8.7 NGS wrt COMB
IRKT 1.7 3.1 -1.3 5.1 -15.0 9.6 NGS wrt COMB
LHAS -4.0 2.8 6.8 4.5 -13.8 7.8 NGS wrt COMB
DAV1 3.5 3.7 3.7 4.3 13.7 9.8 NGS wrt COMB
KERG 0.4 3.9 0.1 5.9 20.8 11.3 NGS wrt COMB
KIT3 -0.6 2.6 1.9 4.5 -15.0 8.5 NGS wrt COMB
BAHR -1.3 2.8 4.8 4.6 -18.9 9.1 NGS wrt COMB
MALI 1.5 5.4 10.6 10.9 -9.5 13.3 NGS wrt COMB
TROM -0.8 2.1 -4.6 2.6 -7.2 7.1 NGS wrt COMB
MATE -0.5 2.2 0.7 4.0 -11.9 8.7 NGS wrt COMB
GRAZ 1.7 1.9 -3.5 3.3 -13.9 7.2 NGS wrt COMB
POTS 0.8 1.9 -2.7 3.1 -7.7 7.0 NGS wrt COMB
WTZR 1.5 1.8 -3.3 3.1 -11.5 6.8 NGS wrt COMB
ONSA 0.4 1.9 -4.7 2.8 -5.6 6.6 NGS wrt COMB
NYAL -3.7 2.5 -3.8 2.5 -6.1 8.3 NGS wrt COMB
WSRT 1.0 1.9 -1.7 2.9 -10.9 6.6 NGS wrt COMB
Reference sites NOT used
CENTER ESA
-------------------
VARIANCE RESCALING FACTOR FOR ESA 99.44
Transformation of loose solution ESA to COMB
-----------------------------------------------
For 31 Sites, RMS after 7 parameter transformation 3.0 mm ESA wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
8.1 7.9 -8.1 8.4 -25.6 24.3 -0.106 0.370 ESA CoM
Adjustments to core site positions for ESA
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 2.4 2.1 0.4 4.1 -6.3 7.7 ESA wrt COMB
MAS1 -0.5 2.2 -2.3 5.1 -8.7 8.9 ESA wrt COMB
FORT -7.5 4.0 7.9 12.9 -3.1 23.5 ESA wrt COMB
KOUR -8.7 2.8 -5.5 5.2 4.7 10.2 ESA wrt COMB
WES2 -4.1 2.4 -1.6 5.6 7.7 11.7 ESA wrt COMB
GODE -3.4 2.1 -1.3 4.5 0.3 8.3 ESA wrt COMB
ALGO -3.5 2.1 -1.3 4.2 3.9 7.8 ESA wrt COMB
NLIB -1.0 3.0 1.3 7.6 -0.2 13.1 ESA wrt COMB
MDO1 -0.6 2.7 -0.5 6.4 1.1 12.4 ESA wrt COMB
PIE1 -1.0 2.7 4.3 6.3 4.3 10.8 ESA wrt COMB
YELL 4.8 3.3 4.4 4.7 1.1 10.1 ESA wrt COMB
DRAO 1.7 2.6 3.5 4.4 -1.6 8.0 ESA wrt COMB
AUCK -0.4 8.4 5.7 16.9 19.9 20.3 ESA wrt COMB
TIDB -0.7 2.4 -0.1 4.8 -2.2 9.4 ESA wrt COMB
HOB2 -1.7 2.5 4.6 4.8 9.7 9.6 ESA wrt COMB
PERT -0.5 2.3 -9.2 4.7 -11.3 8.9 ESA wrt COMB
CAS1 -1.8 3.7 7.8 4.8 -7.9 10.8 ESA wrt COMB
IRKT 0.7 5.0 -0.8 9.9 3.9 15.9 ESA wrt COMB
LHAS 0.5 2.8 -2.5 6.2 2.5 10.5 ESA wrt COMB
KERG 0.1 3.4 -4.4 6.3 -15.8 9.3 ESA wrt COMB
KIT3 -0.4 2.6 -0.3 5.5 9.2 11.8 ESA wrt COMB
BAHR -0.5 2.1 3.1 4.5 4.8 8.7 ESA wrt COMB
MALI 0.8 2.7 -2.1 6.7 4.0 11.9 ESA wrt COMB
TROM 0.9 2.6 2.7 3.7 -7.6 9.2 ESA wrt COMB
GRAZ 4.6 3.0 -2.8 5.9 -2.9 9.2 ESA wrt COMB
POTS 4.0 2.3 6.2 4.2 -7.8 8.3 ESA wrt COMB
WTZR 5.1 2.4 3.0 4.3 -2.1 7.9 ESA wrt COMB
ONSA 2.4 2.4 4.0 4.1 -4.3 8.3 ESA wrt COMB
NYAL -0.7 3.1 0.8 3.5 -5.9 11.0 ESA wrt COMB
WSRT 3.6 2.1 4.9 3.8 0.9 7.6 ESA wrt COMB
Reference sites NOT used
5.0 EOP ESIMATES FROM THE CONSTRAINED COMBINED SOLUTION
MJD Xpole Ypole UT1-UTC LOD Xsig Ysig UTsig LODsig Nr Nf Nt Xrt Yrt Xrtsig Yrtsig XYcorr XUTcor YUTcor
(10**-6") (0.1 usec) (10**-6") (0.1 usec) (10**-6"/d) (10**-6"/d)
52812.50 97893 544151 -3720169 -507 51 52 6701 75 237 0 0 4055 -422 86 89 -.015 .000 .000
52813.50 101740 543697 -3719207 -1504 44 45 6734 64 237 0 0 3640 -487 61 64 -.029 .000 .000
52814.50 105424 543119 -3717176 -2620 44 45 6767 64 237 0 0 3727 -668 59 61 -.023 .000 .000
52815.50 109131 542571 -3713880 -3997 44 45 6801 64 237 0 0 3688 -428 59 62 -.026 .000 .000
52816.50 112871 542102 -3709136 -5494 44 45 6834 64 237 0 0 3793 -511 59 61 -.020 .000 .000
52817.50 116718 541608 -3702929 -6899 45 46 6866 65 237 0 0 3898 -476 61 63 -.016 .000 .000
52818.50 120603 541053 -3695250 -8395 48 49 6899 75 237 0 0 3873 -635 81 83 -.016 .000 .000
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