[IGSREPORT-6484] Wk 1025 MIT T2 Analysis Report
Thomas
Thomas
Mon Sep 27 22:08:02 PDT 1999
******************************************************************************
IGS Electronic Report Mon Sep 27 22:08:02 PDT 1999 Message Number 6484
******************************************************************************
Author: Thomas Herring
Subject: Wk 1025 MIT T2 Analysis Report
********************************************************************************
MIT ANALYSIS REPORT GPS-WEEK 1025 Dates: 99aug29 to 99sep04
********************************************************************************
MIT (Massachusetts Institute of Technology)
Room 54-618
77 Massachusetts Avenue,
Cambridge, MA 02139
e-mail: tah at mtglas.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
MIT1025g.SNX Combined sinex file from all available analysis centers
MIT1025g.SUM Name of this summary file
MIT1025g.RES File of the individual AC position estimates residuals
to the combined solution for the week.
0.0 Starting Week 1020, we adopted the ITRF97 reference frame
0.1 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 94 1.3 1.3 1.1 .9 5.7 1.4
JPL 69 2.5 1.1 2.5 1.1 5.2 .7
SIO 105 2.4 1.4 4.5 1.5 12.1 1.8
EMR 42 3.0 1.0 7.1 1.3 11.6 1.0
ESA 56 7.4 2.6 13.2 2.5 20.1 2.2
GFZ 56 2.0 1.4 1.7 1.2 5.8 1.2
NGS 65 5.1 1.6 4.0 .9 6.9 .8
ESA 1 .0 .0 .0 .0 .0 .0
CENTER SINEX ERRORS: (corrected during processing).
CNT Site Type of Error Used values IGS.SNX values
NOA BAKO Used TRM14532.00 dL1 -.0007 -.0022 .0757 dL2 -.0019 -.0003 .0745 m
NOA BAKO Real 4000ST L1/L2 GEO dL1 .0000 -.0030 .0780 dL2 -.0031 -.0013 .0744 m
NOA HARK Used TRM29659.00 dL1 .0012 .0005 .1098 dL2 .0012 .0006 .1280 m
NOA HARK Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA KERG Used TRM29659.00 dL1 .0012 .0005 .1098 dL2 .0012 .0006 .1280 m
NOA KERG Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA MAG0 Used ASH 700936.D dL1 .0003 -.0002 .1081 dL2 .0009 .0005 .1256 m
NOA MAG0 Real ASH700936D_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA MATE Used TRM29659.00 dL1 .0012 .0005 .1098 dL2 .0012 .0006 .1280 m
NOA MATE Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA NOUM Used TRM29659.00 dL1 .0012 .0005 .1098 dL2 .0012 .0006 .1280 m
NOA NOUM Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA TIXI Used ASH 700936.D dL1 .0003 -.0002 .1081 dL2 .0009 .0005 .1256 m
NOA TIXI Real ASH700936D_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA BAHR Used ASH 700936.B dL1 .0003 -.0002 .1081 dL2 .0009 .0005 .1256 m
NOA BAHR Real ASH700936B_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA RIOG Used ASH 700936.C dL1 .0003 -.0002 .1081 dL2 .0009 .0005 .1256 m
NOA RIOG Real ASH700936C_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
NOA GOUG Used TRM29659.00 dL1 .0012 .0005 .1098 dL2 .0012 .0006 .1280 m
NOA GOUG Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
COD MDVO Used TRM14532.10 dL1 .0000 -.0030 .0780 dL2 -.0031 -.0013 .0744 m
COD MDVO Real TRM14532.10 dL1 -.0016 .0009 .0960 dL2 .0016 .0041 .0944 m
SIO PIMO Eccentricity: Used .0000 .0000 .0000 Real .0000 .0000 .0792 m
SIO BAKO Eccentricity: Used .0000 .0000 1.6160 Real .0000 .0000 1.6760 m
SIO INEG Used TRM14532.00 dL1 .0000 -.0030 .0780 dL2 -.0031 -.0013 .0744 m
SIO INEG Real ASHTECH GEODETIC dL1 .0010 .0000 .0800 dL2 -.0010 .0010 .0790 m
SIO INEG Eccentricity: Used .0000 .0000 .0830 Real .0000 .0000 .0660 m
SIO ARTU Eccentricity: Used .0000 .0000 .0798 Real .0000 .0000 .0796 m
SIO MDVO Used TRM14532.00 dL1 .0000 -.0030 .0780 dL2 -.0031 -.0013 .0744 m
SIO MDVO Real TRM14532.10 dL1 -.0016 .0009 .0960 dL2 .0016 .0041 .0944 m
SIO INEG Used ASH700936A_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO INEG Real ASHTECH GEODETIC dL1 .0010 .0000 .0800 dL2 -.0010 .0010 .0790 m
SIO INEG Eccentricity: Used .0000 .0000 .0000 Real .0000 .0000 .0660 m
SIO INEG Used ASH700936A_M dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
SIO INEG Real ASHTECH GEODETIC dL1 .0010 .0000 .0800 dL2 -.0010 .0010 .0790 m
SIO INEG Eccentricity: Used .0000 .0000 .0000 Real .0000 .0000 .0660 m
ESA MDVO Used TRM14532.10 dL1 .0000 .0000 .0000 dL2 .0000 .0000 .0000 m
ESA MDVO Real TRM14532.10 dL1 -.0016 .0009 .0960 dL2 .0016 .0041 .0944 m
ESA KERG Used TRM29659.00 dL1 .0000 .0000 .0000 dL2 .0000 .0000 .0000 m
ESA KERG Real TRM29659.00 dL1 .0000 .0000 .1100 dL2 .0000 .0000 .1280 m
ESA REYK Eccentricity: Used .0000 .0000 .0685 Real .0000 .0000 .0680 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 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 ITRF 1996
Transformation of loose solution COMBINED to ITRF97
-----------------------------------------------
For 38 Sites, RMS after 7 parameter transformation 3.3 mm COMBINED wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
0.7 0.9 -1.3 0.8 2.1 0.7 -1.156 0.092 COMBINED CoM
Adjustments to core site positions for COMBINED
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 3.7 0.7 4.6 1.0 -1.1 2.9 COMBINED wrt ITRF97
MAS1 -4.6 0.5 -8.0 0.9 -20.5 2.4 COMBINED wrt ITRF97
FORT 1.0 0.9 -4.1 1.7 -10.0 4.7 COMBINED wrt ITRF97
KOUR -0.6 1.6 -10.7 2.9 1.1 10.0 COMBINED wrt ITRF97
BRMU 0.7 0.6 -0.2 1.0 1.3 3.2 COMBINED wrt ITRF97
THU1 -5.0 0.5 0.0 0.6 2.5 2.3 COMBINED wrt ITRF97
SANT 7.5 1.2 -4.6 1.4 20.5 3.4 COMBINED wrt ITRF97
AREQ 5.5 0.9 -5.0 1.3 10.6 3.4 COMBINED wrt ITRF97
WES2 -4.4 0.4 5.5 0.5 8.6 1.8 COMBINED wrt ITRF97
GODE 6.6 0.6 0.1 0.7 -2.9 2.7 COMBINED wrt ITRF97
ALGO 0.4 0.4 2.1 0.5 9.9 1.6 COMBINED wrt ITRF97
NLIB -1.3 0.5 1.5 0.6 4.6 2.3 COMBINED wrt ITRF97
MDO1 -1.9 0.5 0.4 0.6 0.4 2.3 COMBINED wrt ITRF97
PIE1 -3.8 0.5 3.0 0.6 4.5 2.5 COMBINED wrt ITRF97
YELL 0.0 0.5 -0.4 0.4 4.3 1.7 COMBINED wrt ITRF97
GOL2 -5.1 0.4 -2.1 0.6 2.0 1.9 COMBINED wrt ITRF97
DRAO -0.6 0.4 -1.4 0.5 -2.5 1.7 COMBINED wrt ITRF97
FAIR 1.3 0.5 2.3 0.5 -8.2 1.7 COMBINED wrt ITRF97
KOKB -2.2 0.6 8.2 1.0 -1.4 2.2 COMBINED wrt ITRF97
KWJ1 6.5 1.0 -4.8 1.6 11.7 4.9 COMBINED wrt ITRF97
MAC1 -6.0 0.9 -7.0 1.2 -12.9 3.0 COMBINED wrt ITRF97
TIDB -2.2 0.9 -2.2 2.2 1.6 4.9 COMBINED wrt ITRF97
HOB2 -1.8 0.6 -1.8 0.8 -8.5 2.3 COMBINED wrt ITRF97
GUAM -2.5 1.2 -8.4 2.3 12.8 8.0 COMBINED wrt ITRF97
TSKB 4.9 1.2 -5.2 2.3 -11.0 5.4 COMBINED wrt ITRF97
PERT -2.8 0.9 1.5 2.3 3.6 5.0 COMBINED wrt ITRF97
YAR1 -1.1 0.5 2.8 0.9 -10.4 2.1 COMBINED wrt ITRF97
IRKT -1.8 0.6 -4.6 0.8 6.0 1.9 COMBINED wrt ITRF97
KERG 7.0 1.0 7.8 1.6 -1.0 2.7 COMBINED wrt ITRF97
MALI -3.4 1.2 5.0 2.4 37.3 5.9 COMBINED wrt ITRF97
TROM 2.5 0.8 -0.7 1.0 4.4 3.2 COMBINED wrt ITRF97
MATE -1.1 0.5 6.7 0.6 -8.6 2.5 COMBINED wrt ITRF97
GRAZ 2.4 0.5 1.6 0.6 -6.2 2.2 COMBINED wrt ITRF97
POTS 1.3 0.5 0.4 0.5 -9.0 1.9 COMBINED wrt ITRF97
WTZR 1.0 0.4 2.2 0.5 -0.2 1.6 COMBINED wrt ITRF97
ONSA 0.1 0.4 1.3 0.4 -14.5 1.5 COMBINED wrt ITRF97
NYAL -0.1 1.5 0.5 1.6 24.7 7.4 COMBINED wrt ITRF97
KOSG 0.5 0.4 3.3 0.5 -7.3 1.7 COMBINED wrt ITRF97
Reference sites NOT used
3.0 CENTER FITS TO ITRF 1996
CENTER EMR
-------------------
VARIANCE RESCALING FACTOR FOR EMR 19.32
Transformation of loose solution EMR to ITRF97
-----------------------------------------------
For 25 Sites, RMS after 7 parameter transformation 5.8 mm EMR wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
17.6 11.2 10.0 14.2 -57.0 44.8 -0.819 0.528 EMR CoM
Adjustments to core site positions for EMR
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 2.7 2.7 2.4 4.3 -12.1 9.6 EMR wrt ITRF97
MAS1 -2.8 2.8 -12.3 4.5 -6.0 10.1 EMR wrt ITRF97
FORT 6.3 4.2 -13.5 13.1 -33.6 27.0 EMR wrt ITRF97
BRMU 2.1 2.2 3.5 4.6 -23.8 9.5 EMR wrt ITRF97
THU1 -2.4 2.8 5.7 3.4 1.8 12.0 EMR wrt ITRF97
SANT 4.9 5.4 8.6 7.7 17.4 14.3 EMR wrt ITRF97
AREQ 2.7 4.0 5.5 7.4 15.5 14.4 EMR wrt ITRF97
ALGO 2.3 2.1 1.3 3.9 2.4 8.0 EMR wrt ITRF97
YELL 3.1 2.7 -2.0 4.1 12.9 9.6 EMR wrt ITRF97
GOL2 -7.0 2.5 -11.7 4.7 6.1 9.8 EMR wrt ITRF97
DRAO -0.7 2.3 -3.0 3.9 5.5 8.2 EMR wrt ITRF97
FAIR 2.8 2.8 1.5 4.1 9.7 10.0 EMR wrt ITRF97
KOKB -1.4 3.4 3.7 6.5 6.9 13.6 EMR wrt ITRF97
KWJ1 5.6 5.4 -10.1 15.8 -0.7 35.9 EMR wrt ITRF97
MAC1 -4.1 4.3 -5.1 7.3 -1.5 15.8 EMR wrt ITRF97
HOB2 2.8 3.5 0.3 6.2 -7.4 14.2 EMR wrt ITRF97
GUAM -1.8 4.7 9.0 13.0 -28.9 31.1 EMR wrt ITRF97
TSKB 9.9 3.9 7.3 6.9 -23.5 15.6 EMR wrt ITRF97
YAR1 8.0 3.2 19.6 7.4 -4.7 13.7 EMR wrt ITRF97
IRKT -1.3 3.9 -10.5 6.4 -17.3 12.3 EMR wrt ITRF97
MALI -2.1 6.1 7.9 19.1 48.1 29.1 EMR wrt ITRF97
WTZR -1.8 2.8 1.7 4.3 -12.3 9.2 EMR wrt ITRF97
ONSA -3.8 2.7 2.3 3.9 -22.5 8.6 EMR wrt ITRF97
NYAL 1.1 6.6 -1.2 7.3 28.1 29.3 EMR wrt ITRF97
Reference sites NOT used
CENTER JPL
-------------------
VARIANCE RESCALING FACTOR FOR JPL 9.97
Transformation of loose solution JPL to ITRF97
-----------------------------------------------
For 22 Sites, RMS after 7 parameter transformation 3.7 mm JPL wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
7.6 7.1 -8.8 7.0 -1.1 8.4 -1.721 0.284 JPL CoM
Adjustments to core site positions for JPL
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MAS1 -3.0 2.3 -6.6 2.3 -18.1 8.7 JPL wrt ITRF97
FORT 2.0 2.5 -5.1 3.6 -13.6 10.4 JPL wrt ITRF97
THU1 -2.2 1.4 2.0 1.2 -2.2 6.6 JPL wrt ITRF97
SANT 7.2 2.8 -3.6 3.1 20.5 8.9 JPL wrt ITRF97
AREQ 5.7 2.3 -3.1 3.0 18.4 9.3 JPL wrt ITRF97
WES2 -3.1 1.6 8.6 1.5 4.3 5.5 JPL wrt ITRF97
ALGO 1.4 1.3 2.8 1.3 6.0 4.5 JPL wrt ITRF97
PIE1 -4.0 1.7 3.3 1.8 4.2 6.9 JPL wrt ITRF97
YELL -1.4 1.7 -2.8 1.2 2.9 5.5 JPL wrt ITRF97
GOL2 -6.3 1.3 -3.1 1.5 4.0 5.2 JPL wrt ITRF97
DRAO -1.0 3.3 -2.6 2.5 -4.6 10.6 JPL wrt ITRF97
FAIR 0.8 1.5 1.4 1.2 -8.3 4.8 JPL wrt ITRF97
KOKB -3.5 1.6 4.4 2.1 8.0 6.1 JPL wrt ITRF97
KWJ1 9.5 2.4 -5.0 3.4 7.6 11.6 JPL wrt ITRF97
MAC1 -6.8 3.1 -6.2 3.3 -19.3 9.1 JPL wrt ITRF97
GUAM -1.6 5.0 -5.7 6.4 17.5 23.6 JPL wrt ITRF97
YAR1 0.6 1.7 5.0 2.0 -20.2 6.2 JPL wrt ITRF97
IRKT -6.4 1.8 -2.7 1.6 7.3 5.1 JPL wrt ITRF97
KERG 8.5 2.5 4.4 3.9 9.9 7.3 JPL wrt ITRF97
GRAZ 0.7 3.5 3.6 2.8 -1.6 11.6 JPL wrt ITRF97
WTZR 0.6 1.6 4.3 1.4 1.7 4.9 JPL wrt ITRF97
ONSA 0.6 1.5 3.3 1.3 -14.2 4.6 JPL wrt ITRF97
Reference sites NOT used
CENTER GFZ
-------------------
VARIANCE RESCALING FACTOR FOR GFZ 99.75
Transformation of loose solution GFZ to ITRF97
-----------------------------------------------
For 29 Sites, RMS after 7 parameter transformation 3.6 mm GFZ wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-0.3 1.2 -0.8 1.2 0.3 0.9 -0.149 0.172 GFZ CoM
Adjustments to core site positions for GFZ
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 3.1 1.2 5.3 1.4 3.1 4.1 GFZ wrt ITRF97
FORT -0.1 1.9 -3.6 2.4 -14.2 9.5 GFZ wrt ITRF97
KOUR 2.7 2.6 -11.9 3.1 -1.7 14.1 GFZ wrt ITRF97
BRMU -0.6 1.1 -0.5 1.2 0.6 4.5 GFZ wrt ITRF97
THU1 -4.6 1.0 1.8 1.0 -5.2 4.6 GFZ wrt ITRF97
AREQ 8.4 1.6 -3.5 1.9 18.0 6.1 GFZ wrt ITRF97
WES2 -4.0 1.1 6.8 1.0 7.7 3.7 GFZ wrt ITRF97
ALGO 1.5 1.1 1.5 1.0 3.7 3.6 GFZ wrt ITRF97
NLIB -2.2 1.1 0.1 1.1 4.8 4.6 GFZ wrt ITRF97
MDO1 -2.3 1.0 -0.4 1.2 -2.5 4.4 GFZ wrt ITRF97
YELL -2.4 1.1 -0.7 0.9 -2.4 3.7 GFZ wrt ITRF97
GOL2 -5.7 1.1 -2.5 1.2 0.4 4.2 GFZ wrt ITRF97
DRAO -1.0 1.1 -1.0 1.0 -2.3 3.5 GFZ wrt ITRF97
FAIR 0.5 1.2 3.9 1.0 -14.3 3.7 GFZ wrt ITRF97
KOKB -3.3 1.3 4.3 1.8 -3.6 4.6 GFZ wrt ITRF97
KWJ1 4.4 1.9 -6.6 2.0 25.8 8.9 GFZ wrt ITRF97
MAC1 -4.1 1.9 -8.7 1.7 -19.9 5.8 GFZ wrt ITRF97
HOB2 2.9 1.3 -1.9 1.4 -11.3 4.5 GFZ wrt ITRF97
GUAM -4.4 2.3 -2.2 3.1 6.0 12.4 GFZ wrt ITRF97
YAR1 -0.8 1.2 3.9 1.5 -9.7 4.5 GFZ wrt ITRF97
IRKT -5.8 1.4 -3.9 1.4 -4.0 4.1 GFZ wrt ITRF97
KERG 5.1 1.7 6.5 2.6 -12.5 4.9 GFZ wrt ITRF97
MALI -1.6 1.7 5.9 2.9 37.2 7.7 GFZ wrt ITRF97
MATE -2.9 2.7 3.2 4.3 3.4 7.2 GFZ wrt ITRF97
POTS 0.7 1.3 -1.1 1.1 -5.5 4.1 GFZ wrt ITRF97
WTZR 0.6 1.2 0.5 1.1 6.2 3.9 GFZ wrt ITRF97
ONSA 0.4 1.2 0.1 1.0 -11.3 3.6 GFZ wrt ITRF97
KOSG -0.8 1.2 1.1 1.1 -4.2 3.7 GFZ wrt ITRF97
Reference sites NOT used
CENTER COD
-------------------
VARIANCE RESCALING FACTOR FOR COD 61.11
Transformation of loose solution COD to ITRF97
-----------------------------------------------
For 28 Sites, RMS after 7 parameter transformation 3.5 mm COD wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
0.2 3.2 1.7 3.2 -2.4 5.3 -2.352 0.168 COD CoM
Adjustments to core site positions for COD
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MAS1 -5.4 1.1 -8.1 1.5 -27.8 3.9 COD wrt ITRF97
FORT -3.3 2.2 0.6 5.9 -1.8 11.7 COD wrt ITRF97
THU1 -5.3 1.1 -1.6 1.3 12.0 4.0 COD wrt ITRF97
SANT 1.2 2.6 -9.7 3.8 27.5 6.9 COD wrt ITRF97
AREQ 1.5 1.9 -10.1 4.0 9.8 6.9 COD wrt ITRF97
WES2 -4.3 0.8 5.2 1.1 3.3 3.1 COD wrt ITRF97
GODE 6.4 0.9 -0.3 1.2 -6.3 3.7 COD wrt ITRF97
ALGO 0.8 0.7 2.3 1.0 5.9 2.8 COD wrt ITRF97
NLIB 0.0 0.7 1.0 1.0 1.9 3.6 COD wrt ITRF97
MDO1 -0.6 0.8 -1.0 1.1 -1.5 4.0 COD wrt ITRF97
PIE1 -2.6 0.7 1.7 1.0 5.2 3.9 COD wrt ITRF97
YELL 1.5 0.8 0.3 0.7 7.8 2.7 COD wrt ITRF97
GOL2 -2.8 0.7 -3.5 1.0 -0.2 3.6 COD wrt ITRF97
DRAO 1.1 0.7 -1.9 0.8 -3.7 2.9 COD wrt ITRF97
FAIR 2.3 0.9 1.6 1.0 -1.7 3.0 COD wrt ITRF97
KOKB 1.1 1.4 7.5 2.3 0.2 4.1 COD wrt ITRF97
KWJ1 3.0 2.3 9.3 5.8 1.4 10.1 COD wrt ITRF97
MAC1 -7.0 1.8 -6.4 2.8 -5.3 5.0 COD wrt ITRF97
HOB2 -5.0 1.3 -3.3 1.7 -13.2 4.7 COD wrt ITRF97
YAR1 -3.4 1.1 -0.5 1.8 -10.8 4.0 COD wrt ITRF97
IRKT 0.4 1.4 -8.6 1.6 25.4 3.7 COD wrt ITRF97
KERG 7.3 1.9 5.2 3.1 -2.1 5.2 COD wrt ITRF97
MATE -0.9 0.9 7.5 1.0 -5.3 4.0 COD wrt ITRF97
GRAZ 3.2 0.9 2.4 0.9 -0.7 3.3 COD wrt ITRF97
POTS 1.8 0.9 1.1 0.8 -4.5 3.0 COD wrt ITRF97
WTZR 2.1 0.9 2.9 0.8 3.9 3.1 COD wrt ITRF97
ONSA 1.6 0.9 2.3 0.8 -8.0 2.9 COD wrt ITRF97
KOSG 1.4 0.8 3.6 0.8 -3.7 2.9 COD wrt ITRF97
Reference sites NOT used
CENTER SIO
-------------------
VARIANCE RESCALING FACTOR FOR SIO 2.524
Transformation of loose solution SIO to ITRF97
-----------------------------------------------
For 30 Sites, RMS after 7 parameter transformation 5.8 mm SIO wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
24.3 6.2 24.5 5.8 -106.2 21.3 -0.978 0.306 SIO CoM
Adjustments to core site positions for SIO
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MAS1 -8.2 1.8 -10.5 2.7 -27.9 6.6 SIO wrt ITRF97
FORT -5.3 3.0 -16.1 6.3 -30.4 12.9 SIO wrt ITRF97
THU1 -7.1 2.2 -1.9 2.8 8.7 10.5 SIO wrt ITRF97
SANT 10.2 4.2 -10.7 6.8 16.0 11.8 SIO wrt ITRF97
AREQ 6.9 3.0 -13.1 7.2 7.6 12.1 SIO wrt ITRF97
WES2 -6.0 1.2 4.4 2.6 21.5 5.4 SIO wrt ITRF97
GODE 7.0 1.6 -1.1 3.4 18.6 6.7 SIO wrt ITRF97
ALGO -1.0 1.1 2.9 2.1 22.0 4.0 SIO wrt ITRF97
NLIB -1.8 1.3 5.3 2.7 18.9 5.9 SIO wrt ITRF97
MDO1 0.6 1.3 2.2 3.0 15.4 6.3 SIO wrt ITRF97
PIE1 -2.5 1.3 3.4 2.9 16.5 6.0 SIO wrt ITRF97
YELL 0.3 1.6 0.2 2.3 13.6 6.0 SIO wrt ITRF97
GOL2 -3.9 1.2 0.9 2.5 14.5 5.2 SIO wrt ITRF97
DRAO -0.1 1.1 -0.4 2.0 7.4 4.1 SIO wrt ITRF97
FAIR 3.6 1.7 4.1 2.4 -5.3 5.9 SIO wrt ITRF97
KOKB 0.0 2.0 20.8 3.2 3.3 5.3 SIO wrt ITRF97
KWJ1 6.7 2.6 1.9 6.0 7.1 13.1 SIO wrt ITRF97
MAC1 -5.3 5.3 -24.4 9.1 -11.5 16.8 SIO wrt ITRF97
HOB2 -4.6 2.4 -16.9 3.7 -3.6 6.5 SIO wrt ITRF97
GUAM -2.4 2.8 -16.3 6.1 2.6 15.1 SIO wrt ITRF97
YAR1 3.0 2.0 -4.2 4.0 -0.2 6.9 SIO wrt ITRF97
IRKT -0.6 2.5 -0.9 3.2 -8.3 5.9 SIO wrt ITRF97
TROM 3.2 1.4 1.3 1.7 -0.7 5.2 SIO wrt ITRF97
MATE -2.4 1.6 15.9 2.5 -23.2 5.9 SIO wrt ITRF97
GRAZ 2.4 1.5 7.0 2.4 -18.1 5.9 SIO wrt ITRF97
POTS 1.6 1.3 4.0 1.9 -19.8 4.7 SIO wrt ITRF97
WTZR 1.4 1.3 7.5 1.7 -13.4 4.3 SIO wrt ITRF97
ONSA 1.2 1.2 3.8 1.6 -23.5 4.3 SIO wrt ITRF97
NYAL 1.5 2.8 -0.7 3.0 21.0 14.3 SIO wrt ITRF97
KOSG 1.8 1.3 8.6 1.9 -23.0 4.6 SIO wrt ITRF97
Reference sites NOT used
CENTER NGS
-------------------
VARIANCE RESCALING FACTOR FOR NGS 161.4
Transformation of loose solution NGS to ITRF97
-----------------------------------------------
For 37 Sites, RMS after 7 parameter transformation 4.9 mm NGS wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
31.1 10.9 4.8 11.3 -0.3 39.1 -1.689 0.536 NGS CoM
Adjustments to core site positions for NGS
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.4 2.4 -1.9 3.8 -1.3 7.0 NGS wrt ITRF97
MAS1 -9.4 3.1 -12.0 4.9 -8.7 8.0 NGS wrt ITRF97
FORT 7.1 5.8 7.0 11.3 -5.0 18.1 NGS wrt ITRF97
KOUR 3.0 5.1 -4.9 12.7 1.9 19.5 NGS wrt ITRF97
BRMU 1.1 2.8 5.4 4.9 -8.3 8.4 NGS wrt ITRF97
THU1 -6.1 2.2 -0.3 2.3 8.6 6.8 NGS wrt ITRF97
SANT 15.4 12.2 7.0 16.8 13.6 17.5 NGS wrt ITRF97
AREQ 13.6 8.2 5.5 14.8 6.0 17.0 NGS wrt ITRF97
WES2 -3.4 2.3 4.4 4.0 13.6 5.8 NGS wrt ITRF97
GODE 7.3 2.3 -1.0 4.2 4.1 6.8 NGS wrt ITRF97
ALGO 2.2 2.1 1.0 3.8 13.7 5.8 NGS wrt ITRF97
NLIB -1.5 2.0 1.3 3.7 10.6 6.8 NGS wrt ITRF97
MDO1 -3.8 2.6 -4.3 4.4 7.4 8.3 NGS wrt ITRF97
PIE1 -6.0 2.4 -3.1 4.2 13.7 7.8 NGS wrt ITRF97
YELL -0.9 2.1 -5.8 2.9 7.4 6.0 NGS wrt ITRF97
GOL2 -9.3 2.5 -5.4 4.3 7.8 7.9 NGS wrt ITRF97
DRAO -3.7 2.0 -6.8 3.5 -0.1 6.6 NGS wrt ITRF97
FAIR -1.1 2.5 -5.2 3.5 -8.0 6.7 NGS wrt ITRF97
KOKB -13.4 5.2 7.3 8.7 3.0 11.7 NGS wrt ITRF97
MAC1 -3.4 5.2 5.4 8.4 -25.5 11.1 NGS wrt ITRF97
TIDB 8.9 3.5 4.6 6.4 -11.9 11.0 NGS wrt ITRF97
HOB2 4.0 3.5 4.1 6.5 -22.3 10.9 NGS wrt ITRF97
TSKB -5.6 5.0 -5.3 6.7 -8.7 10.6 NGS wrt ITRF97
PERT 3.5 3.0 -5.9 5.2 -0.1 11.0 NGS wrt ITRF97
YAR1 4.8 3.4 -5.3 5.2 -12.3 10.9 NGS wrt ITRF97
IRKT -12.4 3.9 -5.6 5.0 -7.0 8.1 NGS wrt ITRF97
KERG 11.1 4.7 6.2 9.1 16.3 8.3 NGS wrt ITRF97
MALI -3.6 5.2 12.8 11.8 23.4 13.3 NGS wrt ITRF97
TROM 1.5 2.1 -0.6 2.3 5.1 6.2 NGS wrt ITRF97
MATE -5.3 2.5 5.0 3.7 -9.2 7.3 NGS wrt ITRF97
GRAZ -1.8 2.2 -1.7 3.2 -7.1 6.3 NGS wrt ITRF97
POTS -2.7 2.1 -3.7 2.9 -9.1 6.4 NGS wrt ITRF97
WTZR -2.4 2.1 -0.6 3.0 -2.0 6.3 NGS wrt ITRF97
ONSA -3.1 2.0 -2.0 2.5 -13.5 5.7 NGS wrt ITRF97
NYAL -0.8 2.6 3.0 2.7 26.7 10.7 NGS wrt ITRF97
KOSG -2.5 2.0 1.2 2.7 -7.8 5.7 NGS wrt ITRF97
Reference sites NOT used
CENTER ESA
-------------------
VARIANCE RESCALING FACTOR FOR ESA 29.912
Transformation of loose solution ESA to ITRF97
-----------------------------------------------
For 32 Sites, RMS after 7 parameter transformation 7.5 mm ESA wrt ITRF97
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
8.9 6.9 -15.8 6.6 -57.9 35.1 -1.171 0.366 ESA CoM
Adjustments to core site positions for ESA
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 9.8 3.2 3.4 5.7 -6.3 9.1 ESA wrt ITRF97
MAS1 -2.0 2.2 -6.1 3.9 -10.4 7.4 ESA wrt ITRF97
FORT -3.0 3.1 -4.9 9.1 11.9 14.5 ESA wrt ITRF97
KOUR -7.9 3.4 20.9 12.6 0.6 24.1 ESA wrt ITRF97
BRMU 2.8 1.8 3.8 4.0 11.3 7.6 ESA wrt ITRF97
THU1 -2.1 4.5 -6.0 5.0 -13.9 11.4 ESA wrt ITRF97
SANT -1.9 4.5 -17.1 7.9 -5.0 11.4 ESA wrt ITRF97
AREQ -2.8 3.2 -8.8 7.7 -12.6 12.1 ESA wrt ITRF97
GODE 7.8 3.6 -6.3 7.5 -11.8 9.7 ESA wrt ITRF97
ALGO -0.3 1.8 5.3 3.3 19.2 5.3 ESA wrt ITRF97
NLIB -5.3 3.8 0.1 9.1 19.9 18.1 ESA wrt ITRF97
MDO1 -4.7 2.1 8.2 4.5 7.0 7.9 ESA wrt ITRF97
YELL 6.9 3.3 6.1 4.6 -11.7 8.1 ESA wrt ITRF97
GOL2 -3.7 2.2 2.5 4.4 6.5 7.6 ESA wrt ITRF97
FAIR 10.3 2.6 3.1 3.7 -24.8 6.9 ESA wrt ITRF97
KOKB 5.5 3.0 22.9 5.5 -6.1 8.6 ESA wrt ITRF97
HOB2 -4.1 3.2 -1.1 5.4 8.5 8.9 ESA wrt ITRF97
TSKB 10.6 3.2 -7.7 5.4 -0.6 11.3 ESA wrt ITRF97
PERT -3.8 2.4 4.7 5.5 9.1 10.5 ESA wrt ITRF97
YAR1 1.3 2.3 8.2 5.2 8.1 8.6 ESA wrt ITRF97
IRKT 3.9 2.9 -1.1 4.7 11.4 7.0 ESA wrt ITRF97
KERG -5.3 9.9 -2.5 16.6 -102.3 26.7 ESA wrt ITRF97
MALI -15.4 4.0 1.1 12.5 65.7 19.1 ESA wrt ITRF97
TROM 11.1 3.6 -2.5 4.7 -17.3 9.7 ESA wrt ITRF97
MATE 7.5 5.1 5.6 9.5 -13.0 14.2 ESA wrt ITRF97
GRAZ 7.5 3.7 1.4 8.1 -0.8 14.8 ESA wrt ITRF97
WTZR 5.9 2.0 2.9 3.5 -4.9 5.9 ESA wrt ITRF97
ONSA 3.0 1.9 -1.1 3.0 -25.9 5.4 ESA wrt ITRF97
NYAL -2.5 9.1 7.2 9.7 -13.0 21.0 ESA wrt ITRF97
KOSG 6.8 2.0 4.3 3.2 -6.5 5.6 ESA wrt ITRF97
Reference sites NOT used
4.0 CENTER FITS TO COMBINED SOLUTION
CENTER EMR
-------------------
VARIANCE RESCALING FACTOR FOR EMR 19.32
Transformation of loose solution EMR to COMB
-----------------------------------------------
For 25 Sites, RMS after 7 parameter transformation 4.5 mm EMR wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
15.3 11.2 10.0 14.2 -56.0 44.8 -1.288 0.528 EMR CoM
Adjustments to core site positions for EMR
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -1.6 2.7 -4.1 4.3 -6.8 9.6 EMR wrt COMB
MAS1 1.7 2.8 -6.3 4.5 19.0 10.1 EMR wrt COMB
FORT 6.1 4.2 -10.9 13.1 -18.7 27.0 EMR wrt COMB
BRMU 1.2 2.2 2.6 4.6 -21.8 9.5 EMR wrt COMB
THU1 2.7 2.8 5.9 3.4 1.5 12.0 EMR wrt COMB
SANT -2.0 5.4 13.7 7.7 1.2 14.3 EMR wrt COMB
AREQ -2.6 4.0 10.3 7.4 8.8 14.4 EMR wrt COMB
ALGO 1.6 2.1 -1.6 3.9 -4.8 8.0 EMR wrt COMB
YELL 3.2 2.7 -2.3 4.1 10.3 9.6 EMR wrt COMB
GOL2 -2.4 2.5 -10.9 4.7 5.6 9.8 EMR wrt COMB
DRAO -0.3 2.3 -2.8 3.9 9.4 8.2 EMR wrt COMB
FAIR 1.7 2.8 -2.0 4.1 19.1 10.0 EMR wrt COMB
KOKB -0.7 3.4 -6.9 6.5 8.9 13.6 EMR wrt COMB
KWJ1 -3.1 5.4 -8.7 15.8 -11.7 35.9 EMR wrt COMB
MAC1 -2.1 4.3 -0.7 7.3 14.0 15.8 EMR wrt COMB
TID2 0.2 3.0 4.3 5.8 -0.1 13.7 EMR wrt COMB
HOB2 0.9 3.5 -1.6 6.2 3.4 14.2 EMR wrt COMB
GUAM -1.5 4.7 13.4 13.0 -40.8 31.1 EMR wrt COMB
TSKB 3.8 3.9 9.0 6.9 -11.6 15.6 EMR wrt COMB
YAR1 6.6 3.2 11.5 7.4 8.3 13.7 EMR wrt COMB
IRKT -0.4 3.9 -8.8 6.4 -21.4 12.3 EMR wrt COMB
MALI 1.3 6.1 -1.7 19.1 15.7 29.1 EMR wrt COMB
WTZR -3.7 2.8 -2.4 4.3 -8.4 9.2 EMR wrt COMB
ONSA -4.9 2.7 -0.4 3.9 -4.6 8.6 EMR wrt COMB
NYAL 0.3 6.6 -1.9 7.3 5.8 29.3 EMR wrt COMB
Reference sites NOT used
CENTER JPL
-------------------
VARIANCE RESCALING FACTOR FOR JPL 9.97
Transformation of loose solution JPL to COMB
-----------------------------------------------
For 23 Sites, RMS after 7 parameter transformation 1.5 mm JPL wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
6.9 7.1 -7.9 7.0 -1.1 8.4 -1.688 0.272 JPL CoM
Adjustments to core site positions for JPL
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MAS1 1.1 2.3 -0.5 2.4 3.0 8.7 JPL wrt COMB
FORT 0.7 2.5 -2.3 3.6 -2.8 10.5 JPL wrt COMB
THU1 1.4 1.4 2.0 1.2 -4.7 6.6 JPL wrt COMB
SANT -0.2 2.9 0.5 3.1 0.8 9.0 JPL wrt COMB
AREQ 0.0 2.4 1.2 3.0 8.7 9.3 JPL wrt COMB
WES2 0.1 1.6 2.8 1.5 -3.7 5.5 JPL wrt COMB
ALGO -0.3 1.3 0.5 1.3 -3.3 4.5 JPL wrt COMB
PIE1 -1.1 1.7 0.6 1.8 0.0 7.0 JPL wrt COMB
YELL -2.3 1.7 -1.7 1.2 -1.4 5.5 JPL wrt COMB
GOL2 -1.9 1.3 -0.6 1.6 2.2 5.2 JPL wrt COMB
DRAO -1.2 3.3 -0.6 2.5 -2.0 10.7 JPL wrt COMB
FAIR -0.6 1.5 0.1 1.2 -0.4 4.8 JPL wrt COMB
KOKB -1.3 1.6 -3.5 2.1 9.0 6.1 JPL wrt COMB
KWJ1 3.4 2.4 -0.3 3.4 -5.2 11.6 JPL wrt COMB
MAC1 -1.3 3.0 0.7 3.2 -7.2 9.1 JPL wrt COMB
TID2 4.3 1.6 3.0 1.9 -0.5 5.8 JPL wrt COMB
GUAM 1.4 5.0 2.2 6.5 3.4 23.6 JPL wrt COMB
YAR1 1.5 1.5 1.2 1.9 -11.0 6.1 JPL wrt COMB
IRKT -3.3 1.8 0.9 1.6 0.4 5.1 JPL wrt COMB
KERG 1.3 2.5 -4.8 4.1 10.2 7.4 JPL wrt COMB
GRAZ -2.0 3.5 -0.1 2.8 4.6 11.7 JPL wrt COMB
WTZR -0.9 1.6 0.1 1.4 1.9 4.9 JPL wrt COMB
ONSA 0.1 1.5 0.1 1.3 0.3 4.6 JPL wrt COMB
Reference sites NOT used
CENTER GFZ
-------------------
VARIANCE RESCALING FACTOR FOR GFZ 99.75
Transformation of loose solution GFZ to COMB
-----------------------------------------------
For 30 Sites, RMS after 7 parameter transformation 1.7 mm GFZ wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-0.4 1.2 -1.1 1.2 0.6 0.9 -0.265 0.169 GFZ CoM
Adjustments to core site positions for GFZ
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -0.5 1.2 1.2 1.4 4.8 4.1 GFZ wrt COMB
FORT -1.1 1.9 1.2 2.4 -3.5 9.5 GFZ wrt COMB
KOUR 3.2 2.6 -0.5 3.1 -2.2 14.1 GFZ wrt COMB
BRMU -1.3 1.1 0.1 1.2 -0.3 4.5 GFZ wrt COMB
THU1 0.7 1.1 1.8 1.0 -7.3 4.7 GFZ wrt COMB
SANT 5.2 2.0 1.7 2.0 6.4 6.3 GFZ wrt COMB
AREQ 2.7 1.6 2.1 1.9 8.0 6.1 GFZ wrt COMB
WES2 0.5 1.1 1.7 1.0 -0.5 3.7 GFZ wrt COMB
ALGO 1.1 1.1 -0.4 1.0 -5.8 3.6 GFZ wrt COMB
NLIB -0.9 1.1 -1.3 1.1 0.6 4.6 GFZ wrt COMB
MDO1 -0.5 1.0 -0.5 1.2 -2.6 4.4 GFZ wrt COMB
YELL -2.3 1.1 -0.4 0.9 -6.3 3.7 GFZ wrt COMB
GOL2 -0.8 1.1 -0.2 1.2 -1.2 4.2 GFZ wrt COMB
DRAO -0.5 1.1 0.4 1.0 0.5 3.5 GFZ wrt COMB
FAIR -0.9 1.2 1.4 1.0 -5.7 3.8 GFZ wrt COMB
KOKB -1.6 1.3 -3.8 1.9 -1.7 4.6 GFZ wrt COMB
KWJ1 -2.6 1.9 -1.5 2.0 14.8 8.9 GFZ wrt COMB
MAC1 1.5 1.8 -1.7 1.6 -6.0 5.8 GFZ wrt COMB
TID2 3.3 1.1 -0.4 1.2 4.6 4.4 GFZ wrt COMB
HOB2 4.3 1.2 -0.1 1.2 -1.8 4.4 GFZ wrt COMB
GUAM -2.4 2.3 6.3 3.1 -6.0 12.4 GFZ wrt COMB
YAR1 0.0 1.2 1.2 1.5 1.7 4.5 GFZ wrt COMB
IRKT -4.4 1.4 1.0 1.4 -9.4 4.1 GFZ wrt COMB
KERG -1.8 1.7 -1.3 2.6 -10.4 4.9 GFZ wrt COMB
MALI 1.7 1.8 1.4 2.9 0.9 7.7 GFZ wrt COMB
MATE -1.9 2.7 -2.8 4.3 12.7 7.2 GFZ wrt COMB
POTS -0.5 1.3 -0.9 1.1 4.1 4.1 GFZ wrt COMB
WTZR -0.5 1.2 -1.1 1.1 7.0 3.9 GFZ wrt COMB
ONSA 0.3 1.2 -0.6 1.0 3.8 3.6 GFZ wrt COMB
KOSG -1.3 1.2 -1.6 1.1 3.7 3.7 GFZ wrt COMB
Reference sites NOT used
CENTER COD
-------------------
VARIANCE RESCALING FACTOR FOR COD 61.11
Transformation of loose solution COD to COMB
-----------------------------------------------
For 29 Sites, RMS after 7 parameter transformation 2.0 mm COD wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
0.5 3.2 2.2 3.2 -2.6 5.3 -2.080 0.168 COD CoM
Adjustments to core site positions for COD
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MAS1 -0.7 1.1 0.0 1.5 -9.2 3.9 COD wrt COMB
FORT -4.5 2.2 4.9 5.9 6.4 11.7 COD wrt COMB
THU1 -0.9 1.1 -1.7 1.3 8.0 4.0 COD wrt COMB
SANT -6.5 2.7 -5.0 3.8 5.5 6.9 COD wrt COMB
AREQ -4.2 2.0 -4.8 4.0 -2.3 6.9 COD wrt COMB
WES2 -0.3 0.8 0.0 1.1 -6.7 3.1 COD wrt COMB
GODE -0.6 0.9 -0.1 1.2 -4.8 3.7 COD wrt COMB
ALGO -0.1 0.7 0.5 1.0 -5.3 2.8 COD wrt COMB
NLIB 0.8 0.7 -0.1 1.0 -4.0 3.6 COD wrt COMB
MDO1 1.0 0.8 -0.8 1.1 -3.2 4.1 COD wrt COMB
PIE1 0.8 0.7 -0.7 1.0 -0.6 3.9 COD wrt COMB
YELL 1.0 0.8 1.2 0.7 2.2 2.8 COD wrt COMB
GOL2 1.9 0.7 -0.7 1.0 -3.4 3.7 COD wrt COMB
DRAO 1.3 0.7 0.1 0.8 -2.5 2.9 COD wrt COMB
FAIR 0.7 0.9 0.1 1.0 5.2 3.0 COD wrt COMB
KOKB 3.4 1.4 0.4 2.4 0.3 4.1 COD wrt COMB
KWJ1 -2.9 2.3 15.4 5.9 -11.7 10.2 COD wrt COMB
MAC1 -0.3 1.7 1.4 2.7 5.8 4.9 COD wrt COMB
TID2 -2.7 1.0 -0.7 1.5 -3.3 3.8 COD wrt COMB
HOB2 -2.6 1.1 -0.5 1.4 -6.5 4.6 COD wrt COMB
YAR1 -1.9 1.0 -2.1 1.6 -2.4 3.9 COD wrt COMB
IRKT 3.0 1.4 -3.3 1.6 17.6 3.7 COD wrt COMB
KERG 0.3 1.9 -1.7 3.2 -3.3 5.1 COD wrt COMB
MATE 0.5 0.9 0.9 1.0 1.3 4.1 COD wrt COMB
GRAZ 1.1 0.9 0.8 0.9 3.7 3.4 COD wrt COMB
POTS 0.8 0.9 0.5 0.8 2.7 3.1 COD wrt COMB
WTZR 1.2 0.9 0.6 0.8 2.2 3.1 COD wrt COMB
ONSA 1.8 0.9 0.7 0.8 4.7 2.9 COD wrt COMB
KOSG 1.1 0.8 0.2 0.8 1.7 2.9 COD wrt COMB
Reference sites NOT used
CENTER SIO
-------------------
VARIANCE RESCALING FACTOR FOR SIO 2.524
Transformation of loose solution SIO to COMB
-----------------------------------------------
For 31 Sites, RMS after 7 parameter transformation 3.9 mm SIO wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
24.9 6.2 26.5 5.9 -106.0 21.3 -0.824 0.300 SIO CoM
Adjustments to core site positions for SIO
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MAS1 -3.7 1.8 -3.5 2.8 -8.5 6.6 SIO wrt COMB
FORT -5.9 3.0 -13.6 6.4 -20.6 13.0 SIO wrt COMB
THU1 -2.4 2.2 -2.0 2.8 5.5 10.5 SIO wrt COMB
SANT 4.7 4.3 -7.5 6.9 -3.9 11.9 SIO wrt COMB
AREQ 3.0 3.1 -9.2 7.2 -2.3 12.1 SIO wrt COMB
WES2 -1.6 1.2 -1.2 2.6 13.1 5.4 SIO wrt COMB
GODE 0.6 1.6 -1.4 3.4 21.8 6.8 SIO wrt COMB
ALGO -1.4 1.1 0.8 2.1 12.3 4.1 SIO wrt COMB
NLIB -0.4 1.3 3.8 2.7 14.7 5.9 SIO wrt COMB
MDO1 3.0 1.4 2.2 3.0 15.7 6.3 SIO wrt COMB
PIE1 1.6 1.3 0.8 2.9 12.6 6.0 SIO wrt COMB
YELL 0.1 1.6 0.9 2.4 9.2 6.0 SIO wrt COMB
GOL2 1.5 1.2 3.6 2.5 13.0 5.2 SIO wrt COMB
DRAO 0.5 1.1 1.4 2.0 10.1 4.1 SIO wrt COMB
FAIR 2.1 1.8 2.3 2.4 2.4 5.9 SIO wrt COMB
KOKB 2.7 2.0 14.1 3.3 4.8 5.3 SIO wrt COMB
KWJ1 0.3 2.7 9.0 6.1 -5.4 13.1 SIO wrt COMB
MAC1 0.5 5.3 -13.7 9.2 0.5 16.7 SIO wrt COMB
TID2 -3.2 1.8 -9.8 3.2 5.9 6.7 SIO wrt COMB
HOB2 -3.6 2.1 -11.7 3.3 3.7 6.4 SIO wrt COMB
GUAM -0.4 2.9 -5.9 6.2 -11.9 15.2 SIO wrt COMB
YAR1 2.0 1.7 -4.7 3.9 7.9 6.8 SIO wrt COMB
IRKT 1.2 2.5 4.2 3.2 -16.6 6.0 SIO wrt COMB
TROM 0.7 1.4 1.7 1.8 -6.6 5.3 SIO wrt COMB
MATE -1.7 1.6 8.7 2.5 -16.5 6.0 SIO wrt COMB
GRAZ -0.3 1.5 4.9 2.4 -13.8 5.9 SIO wrt COMB
POTS 0.2 1.3 3.2 1.9 -12.5 4.8 SIO wrt COMB
WTZR 0.0 1.3 4.8 1.7 -15.0 4.4 SIO wrt COMB
ONSA 1.0 1.2 2.1 1.7 -10.7 4.3 SIO wrt COMB
NYAL 1.7 2.8 -1.5 3.0 -5.0 14.4 SIO wrt COMB
KOSG 1.1 1.3 4.9 1.9 -17.4 4.7 SIO wrt COMB
Reference sites NOT used
CENTER NGS
-------------------
VARIANCE RESCALING FACTOR FOR NGS 161.4
Transformation of loose solution NGS to COMB
-----------------------------------------------
For 37 Sites, RMS after 7 parameter transformation 4.2 mm NGS wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
31.1 10.9 4.8 11.3 -0.2 39.1 -1.701 0.536 NGS CoM
Adjustments to core site positions for NGS
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL -4.0 2.4 -6.4 3.8 -0.2 7.0 NGS wrt COMB
MAS1 -4.7 3.1 -3.8 4.9 11.8 8.0 NGS wrt COMB
FORT 5.9 5.8 11.5 11.3 5.0 18.1 NGS wrt COMB
KOUR 3.4 5.1 6.2 12.7 0.8 19.5 NGS wrt COMB
BRMU 0.2 2.8 5.7 4.9 -9.7 8.4 NGS wrt COMB
THU1 -1.1 2.2 -0.5 2.3 6.0 6.8 NGS wrt COMB
SANT 7.6 12.2 12.0 16.8 -6.7 17.5 NGS wrt COMB
AREQ 7.8 8.2 10.8 14.8 -4.5 17.0 NGS wrt COMB
WES2 0.8 2.3 -0.9 4.0 5.0 5.8 NGS wrt COMB
GODE 0.5 2.3 -1.0 4.2 7.0 6.8 NGS wrt COMB
ALGO 1.6 2.1 -1.0 3.8 3.8 5.8 NGS wrt COMB
NLIB -0.5 2.0 -0.1 3.7 6.0 6.8 NGS wrt COMB
MDO1 -2.1 2.6 -4.5 4.4 7.0 8.3 NGS wrt COMB
PIE1 -2.5 2.4 -5.9 4.2 9.2 7.8 NGS wrt COMB
YELL -1.2 2.1 -5.4 2.9 3.1 6.0 NGS wrt COMB
GOL2 -4.5 2.5 -3.1 4.3 5.8 7.9 NGS wrt COMB
DRAO -3.5 2.0 -5.3 3.5 2.3 6.6 NGS wrt COMB
FAIR -2.7 2.5 -7.4 3.5 0.2 6.7 NGS wrt COMB
KOKB -11.5 5.2 -0.7 8.7 4.4 11.7 NGS wrt COMB
MAC1 2.5 5.2 12.5 8.4 -12.4 11.1 NGS wrt COMB
TIDB 11.0 3.5 7.0 6.4 -13.2 11.0 NGS wrt COMB
HOB2 5.8 3.5 6.0 6.5 -13.5 10.9 NGS wrt COMB
TSKB -10.5 5.0 0.3 6.7 2.3 10.6 NGS wrt COMB
PERT 6.2 3.0 -7.1 5.2 -3.4 11.0 NGS wrt COMB
YAR1 6.0 3.4 -7.8 5.2 -1.8 10.9 NGS wrt COMB
IRKT -10.6 3.9 -0.7 5.0 -13.0 8.1 NGS wrt COMB
KERG 4.3 4.7 -1.4 9.1 17.5 8.3 NGS wrt COMB
MALI -0.1 5.2 8.2 11.8 -13.9 13.3 NGS wrt COMB
TROM -0.9 2.1 0.2 2.3 0.7 6.2 NGS wrt COMB
MATE -4.1 2.5 -1.4 3.7 -0.6 7.3 NGS wrt COMB
GRAZ -4.2 2.2 -3.2 3.2 -0.9 6.3 NGS wrt COMB
POTS -3.8 2.1 -3.9 2.9 -0.1 6.4 NGS wrt COMB
WTZR -3.4 2.1 -2.6 3.0 -1.9 6.3 NGS wrt COMB
ONSA -3.0 2.0 -3.2 2.5 1.0 5.7 NGS wrt COMB
NYAL -0.5 2.6 2.5 2.7 2.0 10.7 NGS wrt COMB
KOSG -2.9 2.0 -2.0 2.7 -0.6 5.7 NGS wrt COMB
Reference sites NOT used
CENTER ESA
-------------------
VARIANCE RESCALING FACTOR FOR ESA 29.912
Transformation of loose solution ESA to COMB
-----------------------------------------------
For 32 Sites, RMS after 7 parameter transformation 6.1 mm ESA wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
8.4 6.9 -16.1 6.6 -56.7 35.1 -1.541 0.366 ESA CoM
Adjustments to core site positions for ESA
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
VILL 6.0 3.2 -1.5 5.7 -3.2 9.1 ESA wrt COMB
MAS1 2.6 2.2 1.3 3.9 12.2 7.4 ESA wrt COMB
FORT -3.9 3.1 -1.6 9.1 24.5 14.5 ESA wrt COMB
BRMU 2.3 1.8 3.0 4.0 11.6 7.6 ESA wrt COMB
THU1 3.9 4.5 -6.4 5.0 -15.3 11.4 ESA wrt COMB
SANT -9.5 4.5 -12.6 7.9 -22.6 11.4 ESA wrt COMB
AREQ -8.5 3.2 -4.3 7.7 -20.7 12.1 ESA wrt COMB
GODE 1.4 3.6 -7.5 7.5 -7.4 9.7 ESA wrt COMB
ALGO -0.5 1.8 2.3 3.3 10.7 5.3 ESA wrt COMB
NLIB -4.0 3.8 -2.8 9.1 16.6 18.1 ESA wrt COMB
MDO1 -3.1 2.1 6.4 4.5 8.0 7.9 ESA wrt COMB
YELL 7.1 3.3 5.0 4.6 -14.9 8.1 ESA wrt COMB
GOL2 0.9 2.2 3.1 4.4 5.7 7.6 ESA wrt COMB
FAIR 8.5 2.6 -1.0 3.7 -15.7 6.9 ESA wrt COMB
KOKB 6.0 3.0 12.8 5.5 -3.3 8.6 ESA wrt COMB
TID2 -5.0 2.8 -0.2 5.2 2.9 8.6 ESA wrt COMB
HOB2 -4.6 3.2 -0.8 5.4 20.0 8.9 ESA wrt COMB
TSKB 3.6 3.2 -4.1 5.4 11.9 11.3 ESA wrt COMB
PERT -3.1 2.4 1.1 5.5 8.6 10.5 ESA wrt COMB
YAR1 0.4 2.3 3.3 5.2 21.5 8.6 ESA wrt COMB
IRKT 3.9 2.9 2.7 4.7 6.9 7.0 ESA wrt COMB
MALI -12.8 4.0 -5.5 12.5 31.4 19.1 ESA wrt COMB
TROM 8.3 3.6 -1.2 4.7 -20.2 9.7 ESA wrt COMB
MATE 8.1 5.1 -1.3 9.5 -2.3 14.2 ESA wrt COMB
GRAZ 4.7 3.7 -0.2 8.1 7.3 14.8 ESA wrt COMB
WTZR 4.5 2.0 0.7 3.5 -2.9 5.9 ESA wrt COMB
ONSA 2.7 1.9 -2.2 3.0 -9.7 5.4 ESA wrt COMB
NYAL -2.2 9.1 7.6 9.7 -36.4 21.0 ESA wrt COMB
KOSG 6.1 2.0 1.1 3.2 2.5 5.6 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)
51419.50 -7434 363393 4944032 12248 60 63 66667 57 136 38 0 591 294 66 66 -.029 .000 .000
51420.50 -6796 363859 4931628 12423 58 61 66667 50 136 38 0 685 638 51 50 -.036 .000 .000
51421.50 -6363 364343 4919584 11544 58 61 66667 50 136 38 0 180 329 50 49 -.039 .000 .000
51422.50 -6232 364682 4908830 9904 57 61 66667 48 136 38 0 82 350 49 48 -.038 .000 .000
51423.50 -6127 365102 4899514 8739 57 60 66667 46 136 38 0 127 489 46 46 -.039 .000 .000
51424.50 -5840 365402 4891516 7312 57 60 66667 45 136 38 0 449 110 47 47 -.039 .000 .000
51425.50 -5229 365673 4884507 6781 57 61 66667 54 136 38 0 772 433 60 60 -.031 .000 .000
[Mailed From: Tom Herring <tah at mtglas.mit.edu>]
More information about the IGSREPORT
mailing list