From: opus@ngs.noaa.gov
Sent:
To: OPUS User
Subject: OPUS solution :
f3301420.06o 000496742
FILE: f3301420.06o
000496742
NGS OPUS SOLUTION
REPORT
========================
USER: OPUS_User@OPUS_User.com
DATE:
RINEX FILE: f330142m.06o TIME:
SOFTWARE: page5 0601.10
master22.pl START:
2006/05/22
EPHEMERIS:
igs13761.eph [precise]
STOP: 2006/05/22
NAV FILE:
brdc1420.06n OBS
USED: 8703 / 9300
: 94%
ANT NAME:
TRM22020.00+GP NONE # FIXED AMB: 52 /
52 : 100%
ARP HEIGHT: 2 OVERALL RMS: 0.019(m)
REF FRAME: NAD_83(CORS96)(EPOCH:2002.0000) ITRF00 (EPOCH:2006.3881)
X: 1382964.836(m) 0.026(m) 1382964.132(m) 0.026(m)
Y: -4637167.377(m) 0.028(m) -4637165.932(m) 0.028(m)
Z: 4141144.041(m) 0.024(m) 4141143.950(m) 0.024(m)
LAT: 40 44 47.88641 0.022(m) 40 44 47.91774 0.022(m)
EL HGT: -5.360(m) 0.041(m) -6.621(m) 0.041(m)
ORTHO HGT: 25.653(m) 0.048(m) [Geoid03 NAVD88]
UTM COORDINATES STATE PLANE COORDINATES
UTM (Zone 18) SPC (3104 NY
L)
Northing (Y) [meters]
4511872.900 64580.409
Easting (X) [meters] 635620.505 351214.981
Convergence [degrees] 1.04869002 0.39664408
Point Scale
0.99982639 0.99999652
Combined Factor
0.99982723 0.99999736
BASE STATIONS USED
PID
DESIGNATION
LATITUDE LONGITUDE DISTANCE(m)
AJ4872 LAMT LAMONT EARTH OBS CORS ARP N410016.233 W0735432.057 52028.4
DH5827 CTDA
AH5048 MOR1 MORICHES 1 CORS ARP N404722.259 W0724446.638 54857.7
NEAREST NGS PUBLISHED CONTROL POINT
KU0606 F 330 N404448. W0732336. 21.7
Information on the three CORS used in the solution.
For each CORS the 4 character
designation, formal name, antenna type and serial number are listed. The ITRF00 coordinate at epoch 1997.00 (
The north, east, up (NEU) relationship
between the monument, antenna reference point (ARP) and the L1 and L2 antenna
phase centers (APC) is listed for the particular antenna. For these three CORS, LAMT, CTDA and MOR1 the
ARP is the monument so all the offsets are zeros.
Using the published XYZ velocity
and the elapsed time since
When PAGES processes baselines it
does not fix the coordinates of the CORS.
Instead they are heavily weighted in the baseline computation. That is why there is an XYZ adjustment listed
after the L1 PHS CEN @ 2006.3881. This
adjustment is very small, usually less than a millimeter. In each case below it is zero for X, Y and Z.
Using the XYZ adjustment the new
L1 APC is computed. Reversing the
calculations listed above the ARP and monument coordinates are computed in XYZ
followed by those same coordinates transformed to latitude, longitude and
ellipsoid height.
All these computations are
referenced to ITRF00.
BASE STATION INFORMATION
STATION NAME: lamt a
4 (Lamont Earth Observatory;
ANTENNA:
TRM29659.00 NONE
S/N=0220108548
XYZ 1336027.9298 -4631479.3157 4162860.1699
MON @ 1997.0000 (M)
XYZ -0.0169 -0.0018 0.0038 VEL (M/YR)
NEU 0.0000 0.0000 0.0000 MON TO ARP (M)
NEU -0.0000 0.0000 0.1098 ARP TO L1
NEU -0.0000 0.0000 0.1280 ARP TO L2
XYZ -0.1586 -0.0169 0.0357 VEL TIMES 9.3873 YRS
XYZ 0.0000 0.0000 0.0000 MON TO ARP
XYZ 0.0230 -0.0796 0.0720 ARP TO L1
XYZ 1336027.7941 -4631479.4122 4162860.2776
L1 PHS CEN @ 2006.3881
XYZ 0.0000 0.0000 -0.0000 + XYZ ADJUSTMENTS
XYZ 1336027.7941 -4631479.4122 4162860.2776
NEW L1 PHS CEN @ 2006.3881
XYZ 1336027.7712 -4631479.3326 4162860.2056
NEW ARP @ 2006.3881
XYZ 1336027.7712 -4631479.3326 4162860.2056
NEW MON @ 2006.3881
LLH 41
0 16.26497 286 5 27.93043
89.0337 NEW L1 PHS CEN @ 2006.3881
LLH 41
0 16.26497 286 5 27.93043
88.9239 NEW ARP @ 2006.3881
LLH 41
0 16.26497 286 5 27.93043
88.9239 NEW MON @ 2006.3881
STATION NAME: ctda a
2 (
ANTENNA:
TRM29659.00 SCIS
S/N=0220260478
XYZ 1367174.0900 -4617635.3598 4167930.9814
MON @ 1997.0000 (M)
XYZ -0.0169 -0.0018 0.0038 VEL (M/YR)
NEU 0.0000 0.0000 0.0000 MON TO ARP (M)
NEU -0.0000 0.0000 0.1065 ARP TO L1
NEU -0.0000 0.0000 0.1258 ARP TO L2
XYZ -0.1586 -0.0169 0.0357 VEL TIMES 9.3873 YRS
XYZ 0.0000 0.0000 0.0000 MON TO ARP
XYZ 0.0228 -0.0770 0.0700 ARP TO L1
XYZ 1367173.9541 -4617635.4537 4167931.0870
L1 PHS CEN @ 2006.3881
XYZ 0.0000 0.0000 -0.0000 + XYZ ADJUSTMENTS
XYZ 1367173.9542 -4617635.4537 4167931.0870
NEW L1 PHS CEN @ 2006.3881
XYZ 1367173.9314 -4617635.3767 4167931.0171
NEW ARP @ 2006.3881
XYZ 1367173.9314 -4617635.3767 4167931.0171
NEW MON @ 2006.3881
LLH 41
3 57.10139 286 29 34.04624 -14.4085
NEW L1 PHS CEN @ 2006.3881
LLH 41
3 57.10139 286 29 34.04624 -14.5150
NEW ARP @ 2006.3881
LLH 41
3 57.10139 286 29 34.04624 -14.5150
NEW MON @ 2006.3881
STATION NAME: mor1 a 4 (Moriches 1;
ANTENNA:
ASH700829.3 SNOW S/N=10822
XYZ 1434337.0141 -4618264.0286 4144738.9947
MON @ 1997.0000 (M)
XYZ -0.0163 -0.0025 0.0028 VEL (M/YR)
NEU 0.0000 0.0000 0.0000 MON TO ARP (M)
NEU -0.0000 0.0000 0.0877 ARP TO L1
NEU -0.0000 0.0000 0.0598 ARP TO L2
XYZ -0.1530 -0.0235 0.0263 VEL TIMES 9.3873 YRS
XYZ 0.0000 0.0000 0.0000 MON TO ARP
XYZ 0.0197 -0.0634 0.0573 ARP TO L1
XYZ 1434336.8808 -4618264.1155 4144739.0783
L1 PHS CEN @ 2006.3881
XYZ 0.0000 0.0000 0.0000 + XYZ ADJUSTMENTS
XYZ 1434336.8808 -4618264.1155 4144739.0783
NEW L1 PHS CEN @ 2006.3881
XYZ 1434336.8611 -4618264.0521 4144739.0210
NEW ARP @ 2006.3881
XYZ 1434336.8611 -4618264.0521 4144739.0210
NEW MON @ 2006.3881
LLH 40 47 22.29056 287 15 13.35099 -24.0284
NEW L1 PHS CEN @ 2006.3881
LLH 40 47 22.29056 287 15 13.35099 -24.1161
NEW ARP @ 2006.3881
LLH 40 47 22.29056 287 15 13.35099 -24.1161
NEW MON @ 2006.3881
Remote Station Computations
The first section lists the station
name and antenna type. The XYZ
coordinate is an initial estimate used in the baseline computation. This coordinate is at the epoch of
observation. The antenna height
submitted to OPUS and the relationship between the ARP and L1 and L2 APCs, referenced to the local NEU, are listed similar to
the CORS. This is followed by the same
information referenced to XYZ. Using
this information an initial coordinate for the L1 APC is computed.
REMOTE STATION INFORMATION
STATION NAME:
f330 1
ANTENNA:
TRM22020.00+GP NONE S/N=UNKNOWN
XYZ 1382967.2014 -4637167.3079 4141144.7270
MON @ 2006.3878 (M)
NEU 0.0000 -0.0000 2.0000 MON TO ARP (M)
NEU -0.0000 0.0000 0.0742 ARP TO L1
NEU -0.0000 0.0000 0.0705 ARP TO L2
XYZ 0.4330 -1.4520 1.3054 MON TO ARP
XYZ 0.0161 -0.0539 0.0484 ARP TO L1
XYZ 1382967.6505 -4637168.8138 4141146.0809
L1 PHS CEN @ 2006.3881
For each of three baselines, XYZ
adjustments are computed based on the PAGES baseline processing. These adjustments are added to the initial
estimate of the L1 APC coordinate for the remote station to arrive at a new L1
APC at the epoch of observation. Using
the XYZ relationships between the L1 APC, ARP and monument, the ARP and
monument coordinates are computed from the new L1 APC coordinate. This results in three coordinates for the
remote station. The arithmetic mean of
these three ITRF00 coordinates is listed in the standard output as the ITRF00
coordinate of the remote station.
BASELINE
NAME: lamt f330
XYZ -3.0863 1.3936 -0.7847 + XYZ ADJUSTMENTS
XYZ 1382964.5642 -4637167.4201 4141145.2962
NEW L1 PHS CEN @ 2006.3881
XYZ 1382964.5481 -4637167.3663 4141145.2478
NEW ARP @ 2006.3881
XYZ 1382964.1151 -4637165.9143 4141143.9423
NEW MON @ 2006.3881
LLH 40 44 47.91801 286 36 23.07625 -4.5684
NEW L1 PHS CEN @ 2006.3881
LLH 40 44 47.91801 286 36 23.07625 -4.6426
NEW ARP @ 2006.3881
LLH 40 44 47.91801 286 36 23.07625 -6.6426
NEW MON @ 2006.3881
BASELINE
NAME: ctda f330
XYZ -3.0615 1.3672 -0.7856 + XYZ ADJUSTMENTS
XYZ 1382964.5890 -4637167.4466 4141145.2953
NEW L1 PHS CEN @ 2006.3881
XYZ 1382964.5730 -4637167.3927 4141145.2469
NEW ARP @ 2006.3881
XYZ 1382964.1399 -4637165.9407 4141143.9414
NEW MON @ 2006.3881
LLH 40 44 47.91730 286 36 23.07695 -4.5445
NEW L1 PHS CEN @ 2006.3881
LLH 40 44 47.91730 286 36 23.07695 -4.6187
NEW ARP @ 2006.3881
LLH 40 44 47.91730 286 36 23.07695 -6.6187
NEW MON @ 2006.3881
BASELINE
NAME: mor1 f330
XYZ -3.0601 1.3658 -0.7615 + XYZ ADJUSTMENTS
XYZ 1382964.5904 -4637167.4480 4141145.3194
NEW L1 PHS CEN @ 2006.3881
XYZ 1382964.5744 -4637167.3941 4141145.2709
NEW ARP @ 2006.3881
XYZ 1382964.1413 -4637165.9421 4141143.9655
NEW MON @ 2006.3881
LLH 40 44 47.91786 286 36 23.07699 -4.5274
NEW L1 PHS CEN @ 2006.3881
LLH 40 44 47.91786 286 36 23.07699 -4.6016
NEW ARP @ 2006.3881
LLH 40 44 47.91786 286 36 23.07699 -6.6016
NEW MON @ 2006.3881
The G-File
This is a highly formatted file,
used by the NGS, that has the vector components and
the correlation matrix. For more
information on the format of the G-File see: http://www.ngs.noaa.gov/FGCS/BlueBook/pdf/Annex_N.pdf.
This file can be cut and pasted
into a text file. Many least squares
adjustment software can read this file.
G-FILES
Axx2006 522 6 522
B2006 5221256 6
52218 9 1 page5 v0601.10IGS 222 1 2
27NGS 2006 612IFDDFX
Iant_info.003
NGS 20060427
C00090001 -469363439
10 56865817 24 217162632 22 X1426AF330X1426ALAMT
D
1 2 -6047891 1
3 5301999 2 3
-9326618
Axx2006 522 6 522
B2006 5221256 6
52218 9 1 page5 v0601.10IGS 222 1 2
27NGS 2006 612IFDDFX
Iant_info.003
NGS 20060427
C00090002 -157902086
10 195305640 26
267870756 25
X1426AF330X1426ACTDA
D
1 2 -8311153 1
3 4448514 2 3
-7622031
Axx2006 522 6 522
B2006 5221256 6
52218 9 1 page5 v0601.10IGS 222 1 2
27NGS 2006 612IFDDFX
Iant_info.003
NGS 20060427
C00090003 513727198 12
189018900 28 35950555
26 X1426AF330X1426AMOR1
D 1 2 -6526903 1 3 7060567 2 3 -9249545
Satellite Information
The individual RMS values are
given for each satellite observed. Using
this information, the observations from a problem satellite could be isolated. The observations from a problem satellite
could be removed from the RINEX file and the RINEX file resubmitted to OPUS.
POST-FIT RMS BY SATELLITE
VS. BASELINE
OVERALL 02 04
05 06 07
08 09 10
lamt-f330| 0.017
0.013 0.022 0.018 0.018 0.026 0.017
0.019 0.027
13 14
15 18 21
22 26 29
30
lamt-f330| ...
... ... 0.015
0.017 0.018 0.014 0.014 0.022
OVERALL 02 04
05 06 07
08 09 10
ctda-f330| 0.019
0.012 0.021 0.015
0.019 0.027 0.023
0.019 0.028
13 14 15
18 21 22
26 29 30
ctda-f330| ...
... ... 0.022
0.020 0.023 0.018
0.016 0.025
OVERALL 02 04
05 06 07
08 09 10
mor1-f330| 0.020
0.019 0.026 0.017
0.022 0.023 0.022
0.025 0.025
13 14 15
18 21 22
26 29 30
mor1-f330| ...
... ... 0.017
0.019 0.018 0.017
0.015 0.021
The total number of observations
from each satellite is listed.
OBS BY
SATELLITE VS. BASELINE
OVERALL 02 04
05 06 07
08 09 10
lamt-f330| 2847
248 108 54
413 132 51
163 23
13 14 15
18 21 22
26 29 30
lamt-f330| ...
... ... 126
338 55 494
533 109
OVERALL 02 04
05 06 07
08 09 10
ctda-f330| 2969
250 120 53
415 124 72
183 61
13 14 15
18 21 22
26 29 30
ctda-f330| ...
... ... 133
341 74 496
538 109
OVERALL 02 04
05 06 07
08 09 10
mor1-f330| 2887
251 122 51
416 120 62
172 65
13 14 15
18 21 22
26 29 30
mor1-f330| ...
... ... 118
341 56 497
527 89
Covariance Matrix
This is the covariance matrix of
the point solution. The covariance
matrix is given referenced to ITRF XYZ and local NEU. The diagonal elements are the variances of
the XYZ or NEU coordinate as appropriate.
The off diagonal elements are the covariances
between the elements.
The covariance matrix can be used
to include the OPUS point solution in a least squares adjustment using the
methods outlined at: http://www.plazio.net/Least%20Squares/OPUS%20Combinations/Using%20Contrived%20Zero%20Observations%20Discussion.html
Covariance
Matrix for the xyz OPUS Position (meters^2).
0.0000007644 -0.0000001290 0.0000000996
-0.0000001290
0.0000045244 -0.0000003692
0.0000000996 -0.0000003692 0.0000039667
Covariance
Matrix for the enu OPUS Position (meters^2).
0.0000010009 0.0000005917 -0.0000007069
0.0000005917 0.0000037249 -0.0000000997
-0.0000007069 -0.0000000997 0.0000045298
The horizontal network accuracy is computed using the method
detailed in Leenhouts, P.P. (1985). “On the computation of bi-normal radial error”.Navigation, Vol. 32, No. 1, pp. 16-28. This is the radius of a circle with a 95%
confidence interval. The vertical
network accuracy is the 1.95(
).
is the square root of 3,3 element in
the enu covariance matrix.
These estimates are usually very optimistic.
Horizontal network
accuracy = 0.00398 meters.
Vertical network
accuracy = 0.00417 meters.
NAD83 Computations
Using HTDP (http://www.ngs.noaa.gov/TOOLS/Htdp/Htdp.html),
the ITRF00 positions of the CORS and remote station are transformed to NAD83 at
epoch 2002.0000. Using the NAD83 XYZ
coordinate of the remote station and the NAD83 XYZ coordinate of the CORS, a vector
is computed from the remote station to each CORS.
This is a change since the
publication of Computing NAD83
Coordinates Using ITRF-Derived Vector Components: (http://www.ngs.noaa.gov/CORS/Articles/FIGSoler.doc)
Derivation of NAD 83 vector components
Position of
reference station ARP in NAD_83(CORS96)(EPOCH:2002.0000).
Xa(m) Ya(m) Za(m)
LAMT 1336028.47557 -4631480.77191 4162860.29437 2002.00
CTDA 1367174.63622 -4617636.81709 4167931.10493 2002.00
MOR1 1434337.56412 -4618265.49607 4144739.11509 2002.00
Position of
reference station monument in NAD_83(CORS96)(EPOCH:2002.0000).
Xr(m) Yr(m) Zr(m)
LAMT 1336028.47557 -4631480.77191 4162860.29437 2002.00
CTDA 1367174.63622 -4617636.81709 4167931.10493 2002.00
MOR1 1434337.56412 -4618265.49607 4144739.11509 2002.00
Velocity of
reference station monument in NAD_83(CORS96)(EPOCH:2002.0000).
Vx (m/yr) Vy (m/yr) Vz (m/yr)
LAMT -0.00000 0.00000 0.00010
CTDA -0.00000 0.00000 -0.00000
MOR1 0.00050 -0.00070 -0.00130
Vectors from
unknown station monument to reference station monument
in NAD_83(CORS96)(EPOCH:2002.0000).
Xr-X= DX(m) Yr-Y=
DY(m) Zr-Z=
DZ(m)
LAMT -46936.36043 5686.60509 21716.25337 2002.00
CTDA -15790.19978 19530.55991 26787.06393 2002.00
MOR1 51372.72812 18901.88093 3595.07409 2002.00
State Plane Coordinates
STATE PLANE
COORDINATES -
SPC
(3104 NY L)
Northing (Y) [feet] 211877.559
Easting
(X) [feet]
1152277.817
Convergence [degrees] 0.39664408
Point Scale 0.99999652
Combined Factor 0.99999736
Disclaimer
This position and the above vector components were
computed without any
knowledge by the National
Geodetic Survey regarding the equipment or
field operating procedures used.