[IGSREPORT-2595] Wk 0848 MIT T2 Analysis Report
Thomas
Thomas
Tue Apr 23 13:40:23 PDT 1996
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IGS Electronic Report Tue Apr 23 13:40:23 PDT 1996 Message Number 2595
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Author: Thomas Herring
Subject: Wk 0848 MIT T2 Analysis Report
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MIT ANALYSIS REPORT GPS-WEEK 0848 Dates: 96apr07 to 96apr13
********************************************************************************
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
MIT0848T.SNX Combined sinex file from all available analysis centers
MIT0848T.SUM Name of this summary file
1.0 Analysis Procedures:
(1) Each centers sinex solutions are de-constrained before
combination. Due to numerical stability different new constraints
are applied to different centers (see center report below):
(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 ITRF1993
coordinates of the 13 core 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
Sig N Sig E Sig U
(m) (m) (m)
TROM 0.004 0.004 0.004
MADR 0.003 0.003 0.003
KOSG 0.003 0.003 0.005
WETT 0.002 0.002 0.003
HART 0.004 0.004 0.004
ALGO 0.003 0.003 0.003
YELL 0.003 0.003 0.004
GOLD 0.004 0.004 0.005
FAIR 0.003 0.003 0.003
KOKB 0.003 0.003 0.003
SANT 0.004 0.004 0.004
TIDB 0.004 0.004 0.004
YAR1 0.004 0.004 0.005
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) Individual Center comments: As a reminder we include here the
position changes being applied to different centers because their
ARP heights do not match the current station logs (or the values
used by the majority of centers. These were reported in
0.0 IMPORTANT NOTE Previously.)
EMR: (a) Constraints loosened to +-5 m for positions
JPL: (a) Constraints not changed. No constraints given SINEX file but
appear to be about 1 meter of the core sites.
(b) Station postitions being changed. (These values are guesses
based on the station position errors because JPL sinex files do
not contain the site/eccentricity entries).
Site iisc NEU (m) 0.0 0.00 1.3230
Site pama NEU (m) 0.00 0.00 0.620
GFZ: (a) Constraints loosened to +-5 m for positions.
(b) Station postitions being changed.
Site iisc NEU (m) 0.0 0.0 +1.3230
COD: (a) Constraints loosened to +-5 m for positions.
SIO: (a) Constraints not changed since the center's constraints are
extremely weak.
(b) Station postitions being changed.
Site iisc NEU (m) 0.0 0.0 1.3440
NGS: (a) Constraints loosened to +-0.1 m for positions: Looser constraints
generate non-positive definite covariance matrices.
(b) Station postitions being changed.
Site cro1 NEU (m) 0.0 0.0 0.0486
Site eisl XYZ (m) 32.016 12.485 -37.088
(Note: EISL assumes the correct height is used in their analysis
The UNE eccentricity in the NGS sinex file matches no known station
and the values above are derived from the station log.)
ESA: (a) Constraints not changed since the center's constraints are
very loose (1000m)
(5) When the combined and center solutions are compared to ITRF93, the
heights are given a variance 10 times larger than the horizontal coordinates.
The same variance ratio is used when the RMS to ITRF93 core sites is
computed.
(6) 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.
(7) 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 ITRF93, 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 ITRF93.
The result of this is that the combined solution has the same center
of mass position and scale as ITRF93, and therefore when each of the
centers are compared to the combined solution, they generate very similar
translations and scales as they do the ITRF93. 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.
(8) HART has not been used in the core transformation becuase of poor
performance.
2.0 COMBINED FIT TO ITRF 1993
Transformation of loose solution COMBINED to ITRF93
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 5.7 mm COMBINED wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
9.6 2.7 15.7 2.7 -35.4 2.8 -1.320 0.834 COMBINED
Adjustments to core site positions for COMBINED
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -8.3 0.6 6.8 0.8 2.9 2.9 COMBINED wrt ITRF93
SANT -7.0 1.3 -3.4 1.8 25.8 3.6 COMBINED wrt ITRF93
ALGO 3.9 0.6 3.6 0.8 -28.2 2.2 COMBINED wrt ITRF93
YELL 3.0 0.6 4.5 0.6 15.5 2.7 COMBINED wrt ITRF93
GOLD 5.4 0.6 -7.6 0.9 -10.2 4.0 COMBINED wrt ITRF93
FAIR 9.3 0.7 -0.3 0.8 0.9 3.2 COMBINED wrt ITRF93
KOKB -6.4 0.9 -3.4 1.7 -25.9 3.7 COMBINED wrt ITRF93
TIDB -11.6 0.7 9.7 1.3 -9.7 3.7 COMBINED wrt ITRF93
YAR1 8.0 0.7 1.2 1.3 5.9 3.6 COMBINED wrt ITRF93
TROM 8.2 0.6 -11.3 0.8 -5.0 3.2 COMBINED wrt ITRF93
WETT 4.1 0.6 6.2 0.7 11.2 2.9 COMBINED wrt ITRF93
KOSG 7.4 0.5 -10.7 0.6 16.9 2.7 COMBINED wrt ITRF93
Core sites NOT used
Additional Sites
FORT 3.0 1.2 -5.5 2.1 -18.0 4.1 COMBINED wrt ITRF93
AREQ 12.8 1.0 1.0 1.8 0.2 3.5 COMBINED wrt ITRF93
MCM4 -5.2 2.0 -0.6 2.1 18.6 6.1 COMBINED wrt ITRF93
GUAM -12.3 1.1 28.7 2.5 -11.8 3.9 COMBINED wrt ITRF93
KIT3 6.2 1.2 -1.4 2.0 1.1 4.0 COMBINED wrt ITRF93
3.0 CENTER FITS TO ITRF 1993
CENTER EMR
-------------------
VARIANCE RESCALING FACTOR FOR EMR 31.4067
Transformation of loose solution EMR to ITRF93
-----------------------------------------------
For 11 Sites, RMS after 7 parameter transformation 8.2 mm EMR wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
4.2 4.0 154.5 4.0 -122.1 4.2 -2.310 1.255 EMR
Adjustments to core site positions for EMR
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -3.9 4.9 6.5 6.8 -17.0 17.0 EMR wrt ITRF93
SANT -16.4 7.8 -3.5 10.3 27.9 19.2 EMR wrt ITRF93
ALGO 9.2 4.2 3.9 7.5 -24.8 12.2 EMR wrt ITRF93
YELL 7.7 4.1 1.7 5.9 23.4 14.1 EMR wrt ITRF93
GOLD 9.1 3.7 -5.5 7.0 -7.3 15.4 EMR wrt ITRF93
FAIR 10.6 4.6 -6.9 7.5 0.1 16.8 EMR wrt ITRF93
KOKB -6.1 5.6 4.2 11.0 -29.1 23.2 EMR wrt ITRF93
TIDB -17.9 4.6 12.3 7.9 -0.2 19.3 EMR wrt ITRF93
YAR1 11.1 4.5 0.0 8.0 6.9 20.1 EMR wrt ITRF93
TROM 8.7 4.9 -18.1 7.5 2.5 18.7 EMR wrt ITRF93
KOSG 9.6 4.5 -9.3 7.1 17.8 17.6 EMR wrt ITRF93
Core sites NOT used
Additional Sites
FORT 10.0 7.8 -13.7 14.3 -65.8 29.0 EMR wrt ITRF93
AREQ 7.2 6.7 0.1 12.3 -7.8 20.0 EMR wrt ITRF93
MCM4 -12.0 9.9 -16.3 10.4 21.6 25.5 EMR wrt ITRF93
GUAM -14.2 7.4 35.7 16.7 -9.3 23.9 EMR wrt ITRF93
KIT3 11.1 10.9 -0.2 19.9 9.8 35.6 EMR wrt ITRF93
CENTER JPL
-------------------
VARIANCE RESCALING FACTOR FOR JPL 8.47341
Transformation of loose solution JPL to ITRF93
-----------------------------------------------
For 11 Sites, RMS after 7 parameter transformation 6.4 mm JPL wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
22.0 3.2 3.9 3.1 -83.0 3.3 -1.918 0.989 JPL
Adjustments to core site positions for JPL
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -8.5 1.5 5.6 2.6 -13.1 5.8 JPL wrt ITRF93
SANT -8.7 3.0 -5.3 3.9 28.4 6.9 JPL wrt ITRF93
ALGO 7.4 1.6 3.4 2.6 -27.9 4.7 JPL wrt ITRF93
YELL 6.3 1.5 6.0 2.4 15.3 5.6 JPL wrt ITRF93
FAIR 11.0 1.7 -4.0 2.4 -3.5 6.0 JPL wrt ITRF93
KOKB -4.0 1.9 -4.5 3.6 -21.8 7.0 JPL wrt ITRF93
TIDB -12.3 2.2 6.8 4.6 7.2 12.1 JPL wrt ITRF93
YAR1 6.2 2.0 1.5 3.7 -9.3 7.0 JPL wrt ITRF93
TROM 10.8 1.6 -14.5 2.5 -7.6 6.5 JPL wrt ITRF93
WETT 4.5 2.3 8.9 4.7 22.4 12.6 JPL wrt ITRF93
KOSG 9.7 1.4 -11.2 2.5 10.2 5.8 JPL wrt ITRF93
Core sites NOT used
Additional Sites
FORT 4.0 2.5 -4.5 4.6 -11.8 8.3 JPL wrt ITRF93
AREQ 12.0 2.4 2.7 4.4 5.8 7.0 JPL wrt ITRF93
GUAM -6.3 2.8 24.7 6.6 -14.1 9.5 JPL wrt ITRF93
KIT3 12.7 4.5 5.8 9.4 -7.9 16.9 JPL wrt ITRF93
CENTER GFZ
-------------------
VARIANCE RESCALING FACTOR FOR GFZ 80.1611
Transformation of loose solution GFZ to ITRF93
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 6.7 mm GFZ wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
104.6 3.2 49.5 3.1 -103.7 3.3 -1.404 0.990 GFZ
Adjustments to core site positions for GFZ
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -5.9 3.1 5.1 5.4 16.4 15.1 GFZ wrt ITRF93
SANT -12.6 5.9 -10.5 7.9 -0.2 18.1 GFZ wrt ITRF93
ALGO 2.5 3.3 8.1 6.3 -21.4 14.5 GFZ wrt ITRF93
YELL 1.9 3.5 6.7 5.2 27.1 16.3 GFZ wrt ITRF93
GOLD 5.5 3.1 -6.1 6.1 -4.0 16.7 GFZ wrt ITRF93
FAIR 8.8 3.5 0.1 5.3 6.7 16.3 GFZ wrt ITRF93
KOKB -10.3 4.2 -9.4 9.2 -50.4 22.3 GFZ wrt ITRF93
TIDB -16.7 3.6 11.9 6.7 -26.5 19.7 GFZ wrt ITRF93
YAR1 7.2 3.5 4.1 6.5 -4.5 20.1 GFZ wrt ITRF93
TROM 6.7 3.5 -13.0 5.6 11.2 19.4 GFZ wrt ITRF93
WETT 6.2 3.0 9.1 4.9 23.7 14.8 GFZ wrt ITRF93
KOSG 7.9 2.8 -8.0 4.9 22.3 14.8 GFZ wrt ITRF93
Core sites NOT used
Additional Sites
FORT 8.2 5.0 -9.1 10.6 -37.6 22.2 GFZ wrt ITRF93
AREQ 9.4 5.0 -2.1 9.6 -33.3 19.8 GFZ wrt ITRF93
MCM4 -16.8 7.3 -2.7 8.7 31.2 31.7 GFZ wrt ITRF93
GUAM -12.3 5.3 42.4 12.7 -6.9 21.8 GFZ wrt ITRF93
KIT3 10.4 5.8 -12.4 9.2 21.3 18.4 GFZ wrt ITRF93
CENTER COD
-------------------
VARIANCE RESCALING FACTOR FOR COD 15.0216
Transformation of loose solution COD to ITRF93
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 5.8 mm COD wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-7.2 2.8 1.9 2.7 -27.6 2.8 -1.475 0.853 COD
Adjustments to core site positions for COD
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -10.0 1.1 5.5 1.3 7.8 4.8 COD wrt ITRF93
SANT -0.9 2.5 0.1 3.4 23.5 6.4 COD wrt ITRF93
ALGO 3.4 1.0 1.5 1.4 -31.0 4.2 COD wrt ITRF93
YELL 2.7 1.0 2.9 0.9 13.0 4.6 COD wrt ITRF93
GOLD 5.1 1.0 -8.7 1.4 -11.1 5.1 COD wrt ITRF93
FAIR 8.6 1.1 -0.8 1.2 1.2 5.4 COD wrt ITRF93
KOKB -8.9 1.7 -2.1 3.2 -28.1 8.4 COD wrt ITRF93
TIDB -7.8 1.4 6.9 2.2 -10.7 6.0 COD wrt ITRF93
YAR1 8.4 1.2 4.1 2.3 16.0 6.6 COD wrt ITRF93
TROM 7.3 1.1 -11.0 1.3 2.1 5.9 COD wrt ITRF93
WETT 2.2 0.9 6.1 1.2 7.4 4.7 COD wrt ITRF93
KOSG 5.4 0.8 -10.9 1.1 9.8 4.1 COD wrt ITRF93
Core sites NOT used
Additional Sites
FORT 2.9 2.2 -1.2 4.3 -19.0 8.9 COD wrt ITRF93
AREQ 19.9 1.9 4.2 3.4 -17.7 6.4 COD wrt ITRF93
MCM4 8.1 4.0 -2.2 3.5 39.4 9.4 COD wrt ITRF93
GUAM -16.6 2.2 24.0 4.5 -11.0 7.6 COD wrt ITRF93
KIT3 3.7 2.1 1.5 3.2 -0.4 7.1 COD wrt ITRF93
CENTER SIO
-------------------
VARIANCE RESCALING FACTOR FOR SIO 1.5217
Transformation of loose solution SIO to ITRF93
-----------------------------------------------
For 11 Sites, RMS after 7 parameter transformation 6.5 mm SIO wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
2.3 3.2 22.6 3.1 -100.5 3.3 -1.174 1.002 SIO
Adjustments to core site positions for SIO
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -7.4 1.3 1.5 2.1 22.4 5.9 SIO wrt ITRF93
SANT -7.1 2.5 -2.0 3.5 17.2 8.2 SIO wrt ITRF93
ALGO 5.7 1.4 3.8 2.4 -30.3 4.2 SIO wrt ITRF93
YELL 5.5 1.4 4.2 2.0 8.4 5.1 SIO wrt ITRF93
FAIR 11.2 1.5 -5.9 2.2 -9.1 7.0 SIO wrt ITRF93
KOKB -12.7 1.9 -11.6 3.2 -36.6 6.0 SIO wrt ITRF93
TIDB -9.3 1.5 13.8 2.5 -25.9 6.9 SIO wrt ITRF93
YAR1 9.0 1.5 6.7 2.7 8.8 7.7 SIO wrt ITRF93
TROM 5.4 1.3 -10.8 1.9 -0.6 6.1 SIO wrt ITRF93
WETT 4.7 1.1 3.0 1.8 22.2 4.9 SIO wrt ITRF93
KOSG 7.8 1.3 -9.9 2.4 23.6 7.6 SIO wrt ITRF93
Core sites NOT used
Additional Sites
FORT 5.8 2.5 -5.7 4.1 -11.4 6.5 SIO wrt ITRF93
AREQ 9.7 2.2 7.5 3.9 13.5 7.0 SIO wrt ITRF93
MCM4 -3.9 3.8 7.0 4.1 -1.2 9.9 SIO wrt ITRF93
GUAM -15.1 2.2 26.3 4.4 -6.6 6.2 SIO wrt ITRF93
KIT3 11.4 2.5 -8.6 4.0 8.4 6.0 SIO wrt ITRF93
CENTER NGS
-------------------
VARIANCE RESCALING FACTOR FOR NGS 800.681
Transformation of loose solution NGS to ITRF93
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 9.6 mm NGS wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-3.1 4.6 210.3 4.5 -8.1 4.7 11.460 1.412 NGS
Adjustments to core site positions for NGS
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -14.2 8.4 -7.0 10.4 -48.0 22.6 NGS wrt ITRF93
SANT -42.4 19.7 -22.6 20.6 17.6 26.9 NGS wrt ITRF93
ALGO 2.6 8.1 1.5 12.0 -3.3 11.4 NGS wrt ITRF93
YELL 18.8 9.5 17.4 11.4 29.7 17.8 NGS wrt ITRF93
GOLD 18.1 7.1 -6.5 10.6 3.2 20.2 NGS wrt ITRF93
FAIR 35.0 11.6 0.4 12.6 -8.3 20.5 NGS wrt ITRF93
KOKB 3.8 11.1 31.4 18.4 -18.4 31.5 NGS wrt ITRF93
TIDB -24.4 9.9 12.0 14.7 19.2 32.1 NGS wrt ITRF93
YAR1 -3.5 9.8 -26.4 16.2 30.0 36.1 NGS wrt ITRF93
TROM 38.9 8.8 -1.5 10.7 -10.2 19.6 NGS wrt ITRF93
WETT 15.4 7.3 16.7 8.9 -10.5 20.6 NGS wrt ITRF93
KOSG 20.4 6.5 -9.6 8.8 -0.4 19.4 NGS wrt ITRF93
Core sites NOT used
Additional Sites
FORT -16.4 14.2 -13.8 26.7 -23.1 37.7 NGS wrt ITRF93
AREQ -3.8 14.2 -18.7 19.2 2.9 26.8 NGS wrt ITRF93
MCM4 -34.1 26.7 21.3 24.5 64.9 31.7 NGS wrt ITRF93
GUAM -10.7 23.9 43.2 32.8 82.1 35.3 NGS wrt ITRF93
KIT3 -8.2 17.3 40.0 21.5 48.8 31.4 NGS wrt ITRF93
CENTER ESA
-------------------
VARIANCE RESCALING FACTOR FOR ESA 9.9978
Transformation of loose solution ESA to ITRF93
-----------------------------------------------
For 10 Sites, RMS after 7 parameter transformation 11.2 mm ESA wrt ITRF93
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
17.6 5.6 7.6 5.6 -70.2 5.9 -3.025 1.789 ESA
Adjustments to core site positions for ESA
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -9.6 3.0 7.0 4.2 -19.2 17.1 ESA wrt ITRF93
SANT 7.4 5.4 8.8 7.9 83.4 19.8 ESA wrt ITRF93
ALGO 6.0 2.5 2.4 4.2 -38.1 15.4 ESA wrt ITRF93
YELL 3.1 2.6 4.5 3.8 8.0 18.2 ESA wrt ITRF93
GOLD 6.4 2.4 -6.8 4.4 -20.5 16.8 ESA wrt ITRF93
KOKB -6.8 3.5 -16.6 6.4 -93.3 24.5 ESA wrt ITRF93
TIDB -2.4 3.2 16.0 5.4 -11.0 17.6 ESA wrt ITRF93
YAR1 13.7 2.7 5.8 6.0 74.0 19.8 ESA wrt ITRF93
TROM 8.1 2.8 -10.7 3.6 -14.9 20.7 ESA wrt ITRF93
KOSG 7.3 2.5 -16.2 3.8 31.5 18.0 ESA wrt ITRF93
Core sites NOT used
Additional Sites
AREQ 22.7 4.3 29.6 9.6 36.0 20.2 ESA wrt ITRF93
MCM4 6.9 8.7 0.3 8.0 -84.3 48.8 ESA wrt ITRF93
GUAM -13.5 4.4 31.4 11.9 22.2 22.7 ESA wrt ITRF93
KIT3 10.7 5.1 -14.3 8.7 22.2 20.8 ESA wrt ITRF93
4.0 CENTER FITS TO COMBINED SOLUTION
CENTER EMR
-------------------
VARIANCE RESCALING FACTOR FOR EMR 31.4067
Transformation of loose solution EMR to COMB
-----------------------------------------------
For 11 Sites, RMS after 7 parameter transformation 4.8 mm EMR wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
3.9 2.4 155.3 2.3 -121.6 2.5 -2.158 0.734 EMR
Adjustments to core site positions for EMR
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR 3.1 4.9 -1.9 6.8 -21.2 17.0 EMR wrt COMB
SANT -9.5 7.8 -1.5 10.3 2.4 19.2 EMR wrt COMB
ALGO 4.3 4.2 0.2 7.5 3.0 12.2 EMR wrt COMB
YELL 4.5 4.1 -2.1 5.9 7.0 14.1 EMR wrt COMB
GOLD 3.6 3.7 2.1 7.0 2.4 15.4 EMR wrt COMB
FAIR 1.8 4.6 -6.1 7.5 -2.2 16.8 EMR wrt COMB
KOKB 0.6 5.6 7.2 11.0 -4.6 23.2 EMR wrt COMB
TIDB -6.5 4.6 2.7 7.9 8.5 19.3 EMR wrt COMB
YAR1 2.6 4.5 -1.8 8.0 -0.3 20.1 EMR wrt COMB
TROM -0.2 4.9 -8.1 7.5 5.8 18.7 EMR wrt COMB
KOSG 1.1 4.5 -0.1 7.1 -0.7 17.6 EMR wrt COMB
Core sites NOT used
Additional Sites
FORT 6.0 7.8 -10.0 14.3 -47.1 29.0 EMR wrt COMB
AREQ -6.0 6.7 -2.2 12.3 -7.2 20.0 EMR wrt COMB
MCM4 -6.8 9.9 -14.7 10.4 3.4 25.5 EMR wrt COMB
GUAM -1.6 7.4 6.0 16.7 2.1 23.9 EMR wrt COMB
KIT3 4.3 10.9 -0.2 19.9 8.0 35.6 EMR wrt COMB
CENTER JPL
-------------------
VARIANCE RESCALING FACTOR FOR JPL 8.47341
Transformation of loose solution JPL to COMB
-----------------------------------------------
For 11 Sites, RMS after 7 parameter transformation 2.1 mm JPL wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
21.4 1.1 4.3 1.0 -82.6 1.1 -2.080 0.328 JPL
Adjustments to core site positions for JPL
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -0.5 1.5 -1.1 2.6 -15.2 5.8 JPL wrt COMB
SANT -2.4 3.0 0.1 3.9 3.7 6.9 JPL wrt COMB
ALGO 2.2 1.6 0.9 2.6 0.7 4.7 JPL wrt COMB
YELL 2.1 1.5 2.9 2.4 0.1 5.6 JPL wrt COMB
FAIR 1.1 1.7 -1.9 2.4 -4.3 6.0 JPL wrt COMB
KOKB 1.6 1.9 1.0 3.6 4.3 7.0 JPL wrt COMB
TIDB -1.2 2.2 -2.3 4.6 19.6 12.1 JPL wrt COMB
YAR1 -1.8 2.0 1.1 3.7 -14.9 7.0 JPL wrt COMB
TROM 2.7 1.6 -4.2 2.5 -2.0 6.5 JPL wrt COMB
WETT 0.3 2.3 2.4 4.7 14.1 12.6 JPL wrt COMB
KOSG 2.2 1.4 -0.8 2.5 -6.0 5.8 JPL wrt COMB
Core sites NOT used
Additional Sites
FORT 0.5 2.5 2.4 4.6 6.8 8.3 JPL wrt COMB
AREQ -1.7 2.4 3.7 4.4 6.3 7.0 JPL wrt COMB
GUAM 5.9 2.8 -2.4 6.6 -3.1 9.5 JPL wrt COMB
KIT3 7.3 4.5 7.5 9.4 -9.5 16.9 JPL wrt COMB
CENTER GFZ
-------------------
VARIANCE RESCALING FACTOR FOR GFZ 80.1611
Transformation of loose solution GFZ to COMB
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 3.3 mm GFZ wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
104.6 1.6 49.5 1.5 -103.7 1.6 -1.402 0.483 GFZ
Adjustments to core site positions for GFZ
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR 2.4 3.1 -1.8 5.4 13.5 15.1 GFZ wrt COMB
SANT -5.7 5.9 -7.1 7.9 -26.0 18.1 GFZ wrt COMB
ALGO -1.4 3.3 4.6 6.3 6.7 14.5 GFZ wrt COMB
YELL -1.1 3.5 2.3 5.2 11.6 16.3 GFZ wrt COMB
GOLD 0.1 3.1 1.5 6.1 6.2 16.7 GFZ wrt COMB
FAIR -0.4 3.5 0.4 5.3 5.8 16.3 GFZ wrt COMB
KOKB -3.9 4.2 -6.0 9.2 -24.4 22.3 GFZ wrt COMB
TIDB -5.1 3.6 2.2 6.7 -16.8 19.7 GFZ wrt COMB
YAR1 -0.8 3.5 2.9 6.5 -10.4 20.1 GFZ wrt COMB
TROM -1.4 3.5 -1.8 5.6 16.2 19.4 GFZ wrt COMB
WETT 2.1 3.0 2.9 4.9 12.5 14.8 GFZ wrt COMB
KOSG 0.6 2.8 2.6 4.9 5.4 14.8 GFZ wrt COMB
Core sites NOT used
Additional Sites
FORT 5.2 5.0 -3.6 10.6 -19.6 22.2 GFZ wrt COMB
AREQ -3.5 5.0 -3.0 9.6 -33.5 19.8 GFZ wrt COMB
MCM4 -11.6 7.3 -2.1 8.7 12.5 31.7 GFZ wrt COMB
GUAM -0.1 5.3 13.8 12.7 4.9 21.8 GFZ wrt COMB
KIT3 4.2 5.8 -10.9 9.2 20.2 18.4 GFZ wrt COMB
CENTER COD
-------------------
VARIANCE RESCALING FACTOR FOR COD 15.0216
Transformation of loose solution COD to COMB
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 1.9 mm COD wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-7.1 0.9 1.8 0.9 -27.6 0.9 -1.474 0.279 COD
Adjustments to core site positions for COD
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -1.7 1.1 -1.3 1.3 4.9 4.8 COD wrt COMB
SANT 6.0 2.5 3.5 3.4 -2.2 6.4 COD wrt COMB
ALGO -0.5 1.0 -2.0 1.4 -2.9 4.2 COD wrt COMB
YELL -0.3 1.0 -1.5 0.9 -2.5 4.6 COD wrt COMB
GOLD -0.3 1.0 -1.1 1.4 -0.8 5.1 COD wrt COMB
FAIR -0.7 1.1 -0.5 1.2 0.3 5.4 COD wrt COMB
KOKB -2.5 1.7 1.2 3.2 -2.2 8.4 COD wrt COMB
TIDB 3.7 1.4 -2.7 2.2 -0.9 6.0 COD wrt COMB
YAR1 0.4 1.2 2.9 2.3 10.1 6.6 COD wrt COMB
TROM -0.9 1.1 0.3 1.3 7.1 5.9 COD wrt COMB
WETT -1.9 0.9 -0.1 1.2 -3.7 4.7 COD wrt COMB
KOSG -2.0 0.8 -0.3 1.1 -7.2 4.1 COD wrt COMB
Core sites NOT used
Additional Sites
FORT -0.1 2.2 4.3 4.3 -1.0 8.9 COD wrt COMB
AREQ 7.0 1.9 3.3 3.4 -17.9 6.4 COD wrt COMB
MCM4 13.3 4.0 -1.7 3.5 20.8 9.4 COD wrt COMB
GUAM -4.3 2.2 -4.7 4.5 0.8 7.6 COD wrt COMB
KIT3 -2.5 2.1 3.0 3.2 -1.5 7.1 COD wrt COMB
CENTER SIO
-------------------
VARIANCE RESCALING FACTOR FOR SIO 1.5217
Transformation of loose solution SIO to COMB
-----------------------------------------------
For 11 Sites, RMS after 7 parameter transformation 2.5 mm SIO wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
1.8 1.3 23.0 1.2 -100.1 1.3 -1.335 0.390 SIO
Adjustments to core site positions for SIO
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR 0.6 1.3 -5.1 2.1 20.7 5.9 SIO wrt COMB
SANT -0.8 2.5 3.4 3.5 -6.7 8.2 SIO wrt COMB
ALGO 0.4 1.4 1.3 2.4 -1.6 4.2 SIO wrt COMB
YELL 1.2 1.4 1.1 2.0 -6.7 5.1 SIO wrt COMB
FAIR 1.2 1.5 -3.9 2.2 -9.5 7.0 SIO wrt COMB
KOKB -7.2 1.9 -6.2 3.2 -10.4 6.0 SIO wrt COMB
TIDB 1.8 1.5 4.7 2.5 -15.3 6.9 SIO wrt COMB
YAR1 1.0 1.5 6.2 2.7 4.0 7.7 SIO wrt COMB
TROM -2.7 1.3 -0.4 1.9 5.2 6.1 SIO wrt COMB
WETT 0.6 1.1 -3.5 1.8 11.9 4.9 SIO wrt COMB
KOSG 0.2 1.3 0.5 2.4 8.3 7.6 SIO wrt COMB
Core sites NOT used
Additional Sites
FORT 2.3 2.5 1.3 4.1 7.3 6.5 SIO wrt COMB
AREQ -4.0 2.2 8.5 3.9 14.0 7.0 SIO wrt COMB
MCM4 0.7 3.8 7.1 4.1 -19.3 9.9 SIO wrt COMB
GUAM -2.9 2.2 -0.7 4.4 4.5 6.2 SIO wrt COMB
KIT3 6.0 2.5 -6.8 4.0 7.0 6.0 SIO wrt COMB
CENTER NGS
-------------------
VARIANCE RESCALING FACTOR FOR NGS 800.681
Transformation of loose solution NGS to COMB
-----------------------------------------------
For 12 Sites, RMS after 7 parameter transformation 9.0 mm NGS wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
-3.1 4.3 210.3 4.2 -8.1 4.4 11.461 1.321 NGS
Adjustments to core site positions for NGS
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -5.9 8.4 -13.8 10.4 -51.0 22.6 NGS wrt COMB
SANT -35.5 19.7 -19.2 20.6 -8.1 26.9 NGS wrt COMB
ALGO -1.3 8.1 -2.1 12.0 24.8 11.4 NGS wrt COMB
YELL 15.8 9.5 13.0 11.4 14.2 17.8 NGS wrt COMB
GOLD 12.7 7.1 1.1 10.6 13.5 20.2 NGS wrt COMB
FAIR 25.8 11.6 0.7 12.6 -9.2 20.5 NGS wrt COMB
KOKB 10.2 11.1 34.8 18.4 7.5 31.5 NGS wrt COMB
TIDB -12.8 9.9 2.3 14.7 29.0 32.1 NGS wrt COMB
YAR1 -11.5 9.8 -27.5 16.2 24.1 36.1 NGS wrt COMB
TROM 30.8 8.8 9.7 10.7 -5.2 19.6 NGS wrt COMB
WETT 11.3 7.3 10.4 8.9 -21.7 20.6 NGS wrt COMB
KOSG 13.1 6.5 1.0 8.8 -17.3 19.4 NGS wrt COMB
Core sites NOT used
Additional Sites
FORT -19.4 14.2 -8.3 26.7 -5.1 37.7 NGS wrt COMB
AREQ -16.7 14.2 -19.6 19.2 2.7 26.8 NGS wrt COMB
MCM4 -28.8 26.7 21.8 24.5 46.2 31.7 NGS wrt COMB
GUAM 1.6 23.9 14.5 32.8 94.0 35.3 NGS wrt COMB
KIT3 -14.4 17.3 41.5 21.5 47.7 31.4 NGS wrt COMB
CENTER ESA
-------------------
VARIANCE RESCALING FACTOR FOR ESA 9.9978
Transformation of loose solution ESA to COMB
-----------------------------------------------
For 10 Sites, RMS after 7 parameter transformation 7.8 mm ESA wrt COMB
X-tran +- Y-tran +- Z-tran +- Scale +-
(mm) (mm) (mm) (mm) (mm) (mm) (ppb) (ppb)
18.1 3.9 8.7 3.9 -69.2 4.1 -2.854 1.250 ESA
Adjustments to core site positions for ESA
SITE dNorth +- dEast +- dUp +-
(mm) (mm) (mm) (mm) (mm) (mm)
MADR -1.9 3.0 -1.6 4.2 -23.8 17.1 ESA wrt COMB
SANT 13.4 5.4 10.9 7.9 57.6 19.8 ESA wrt COMB
ALGO 0.3 2.5 -2.2 4.2 -10.6 15.4 ESA wrt COMB
YELL -1.7 2.6 0.1 3.8 -8.7 18.2 ESA wrt COMB
GOLD -0.8 2.4 0.7 4.4 -10.7 16.8 ESA wrt COMB
KOKB -1.7 3.5 -12.9 6.4 -68.8 24.5 ESA wrt COMB
TIDB 8.4 3.2 6.8 5.4 -1.7 17.6 ESA wrt COMB
YAR1 4.9 2.7 4.8 6.0 66.6 19.8 ESA wrt COMB
TROM 0.5 2.8 -0.9 3.6 -12.3 20.7 ESA wrt COMB
KOSG 0.0 2.5 -7.3 3.8 12.4 18.0 ESA wrt COMB
Core sites NOT used
Additional Sites
AREQ 8.7 4.3 27.3 9.6 36.6 20.2 ESA wrt COMB
MCM4 12.1 8.7 1.6 8.0 -102.1 48.8 ESA wrt COMB
GUAM -1.9 4.4 3.2 11.9 33.6 22.7 ESA wrt COMB
KIT3 4.9 5.1 -13.3 8.7 19.7 20.8 ESA wrt COMB
[Mailed From: Tom Herring <tah at mtglas.mit.edu>]
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