[IGSMAIL-2129] Update of TROM log
Svein
Svein
Wed Jan 20 04:32:04 PST 1999
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IGS Electronic Mail Wed Jan 20 4:32:04 PST 1999 Message Number 2129
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Author: Svein Rekkedal
Subject: Update of TROM log
Subject: Update of TROM log
TROM Site Information Form
International GPS Service for Geodynamics
0. Form
Prepared by (full name) : Svein Rekkedal
Date Prepared : 20-01-1999
Report Type : UPDATE
Prepared Using :
1. Site Identification of the GPS Monument
Site Name : Tromsoe
Four Character ID : TROM
Monument Inscription :
IERS DOMES Number : 10302M003
CDP Number :
Date Installed : 1990
Geologic Characteristic : NOT WELL KNOWN
Bedrock Type : METAMORPHIC/SEDIMENTARY
Bedrock Condition : WEATHERED
Fracture Spacing : over 200 cm
Notes :
Additional Information : Due to the lack of geologic knowledge, a
new GPS Monument has been made. It's Domes No.
is 10302M006.
2. Site Location Information
City or Town : Tromsoe
State or Province :
Country : Norway
Tectonic Plate : Eurasian
Approximate Position
X coordinate (m) : 2102940
Y coordinate (m) : 721569
Z coordinate (m) : 5958192
Latitude (deg) : 69.66 N
Longitude (deg) : 18.94 E
Elevation (m) : 133
Additional Information :
3. GPS Receiver Information
3.1 Receiver Type : ROGUE SNR-8
Serial Number : R107/011/026
Firmware Version : Conan Release 4 4/12/94
Date Installed : 1990
Date Removed : 01-1997
Additional Information : Receiver repaired between Jan 97 and Jan
98
3.2 Receiver Type : TURBOROGUE SNR-8000
Serial Number : 115
Firmware Version : TurboRogue GPS Receiver Host Software
Version 3 Release 2
55/02/28 Field Configuration 8
Date Installed : 15-07-1997
Date Removed : 05-01-1998
Additional Information :
3.3 Receiver Type : ROGUE SNR-8
Serial Number : R107/011/026
Firmware Version : Conan Release 4 4/12/94
Date Installed : 05-01-1998
Date Removed : 23-12-1998
Additional Information :
3.4 Receiver Type : TURBOROGUE SNR-8000
Serial Number : 131
Firmware Version : TurboRogue GPS Receiver Host Software
Version 3 Release 2
55/02/28 Field Configuration 8
Date Installed : 23-12-1998-11:10:30
Date Removed :
Additional Information :
4. GPS Antenna Information
4.1 Antenna Type : DORNE MARGOLIN B
Serial Number : R107
Antenna Height (m) : 2.4734
Antenna Reference Point : ARP (BCR)
Degree Offset from North : 0
Antenna Radome Type : NONE
Date Installed : 1990
Date Removed : 01-1997
Additional Information : Antenna was repaired between Jan-97 and
Jan-98
4.2 Antenna Type : DORNE MARGOLIN T
Serial Number : T103
Antenna Height (m) : 2.3686 M
Antenna Reference Point : ARP
Degree Offset from North : 0
Antenna Radome Type : NONE
Date Installed : 15-07-1997
Date Removed : 05-01-1998
Additional Information :
4.3 Antenna Type : DORNE MARGOLIN B
Serial Number : R107
Antenna Height (m) : 2.475 meters from 05-01-1998
Antenna Reference Point : ARP (BCR)
Degree Offset from North : 0
Antenna Radome Type : NONE
Date Installed : 05-01-1998
Date Removed : 22-12-1998
Additional Information :
4.4 Antenna Type : DORNE MARGOLIN B
Serial Number : 114
MOD. 4250210
Antenna Height (m) : 2.475 meters from 05-01-1998
Antenna Reference Point : ARP (BCR)
Degree Offset from North : 0
Antenna Radome Type : NONE
Date Installed : 22-12-1998
Additional Information :
5. Local Site Ties
5.1 Monument Name : VLBI
Site Ref CDP Number : 7602
Site Ref Domes Number : 10302M002
Differential Components from GPS Mark to Site Reference (ITRS)
dx (m) : -36.2865
dy (m) : +33.1166
dz (m) : +9.2222
Accuracy (mm) : 1
Date Measured : 1989,1990,1997
Additional Information :
5.2 Monument Name : PRARE
Site Ref CDP Number :
Site Ref Domes Number :
Differential Components from GPS Mark to Site Reference (ITRS)
dx (m) : -6.476
dy (m) : +44.272
dz (m) : +3.039
Accuracy (mm) : 15
Date Measured : 1993,1997
Additional Information :
6. Frequency Standard
6.1 Standard Type : RUBIDIUM
Frequency :
Effective Dates : JAN 1993
Notes : FRK, No. 1
7. Collocation Information
7.1 Instrumentation Type : PRARE
Status : REMOVED
Effective Dates : NOV 1995 - MAY 1997
Notes :
7.2 Instrumentation Type : SATREF: DGPS based on Trimble 4000 SSI
Status : ACTIVE
Effective Dates : 1995
Notes : This system samples every second and is
used for
navigation
8. Meteorological Instrumentation
8.1 Humidity Sensor Model : NOT AVAILABLE
Manufacturer :
Data Frequency :
Accuracy (% rel h) :
Effective Dates :
Notes :
8.2 Pressure Sensor Model : NOT AVAILABLE
Manufacturer :
Data Frequency :
Accuracy (mbar) :
Height Diff to GPS (m) :
Effective Dates :
Notes :
8.3 Temperature Sensor Model : NOT AVAILABLE
Manufacturer :
Data Frequency :
Accuracy (deg C) :
Effective Dates :
Notes :
8.4 Water Vapor Radiometer : NOT AVAILABLE
Manufacturer :
Distance to GPS (m) :
Elev Diff to GPS (m) :
Effective Dates :
Notes :
8.5 Other Instrumentation :
9. On-Site, Point of Contact Agency Information
Agency : Nordlysobservatoriet
Mailing Address : Universitetet i Tromsoe
: 9037 TROMSOE
: NORWAY
Primary Contact
Contact Name : See 10.
Telephone (primary) :
Telephone (secondary) :
Fax :
E-mail :
Secondary Contact
Contact Name :
Telephone (primary) :
Telephone (secondary) :
Fax :
E-mail :
Additional Information :
10. Responsible Agency (if different from 9.)
Agency : Geodetic Institute
: Norwegian Mapping Authority
Mailing Address : N-3500 Honefoss
: Norway
Primary Contact
Contact Name : RUNE I. HANSSEN
Telephone (primary) : +47-321 18 249
Telephone (secondary) :
Fax : +47-321 18 101
E-mail : rune.hanssen at gdiv.statkart.no
Secondary Contact
Contact Name : SVEIN REKKEDAL
Telephone (primary) : +47-321 18 346
Telephone (secondary) :
Fax : +47-321 18 101
E-mail : svein.rekkedal at gdiv.statkart.no
Secondary Contact
Contact Name : METTE MAEHLE
Telephone (primary) : +47 321 18 441
Telephone (secondary) :
Fax : +47 321 18 101
E-mail : mette.maehle at gdiv.statkart.no
Additional Information :
11. More Information
URL for More Information :
Hardcopy on File
Site Map :
Site Diagram :
Horizon Mask :
Monument Description :
:
Site Pictures :
Additional Information :
Antenna Graphics with Dimensions
ROGUE: DORNE MARGOLIN B (Allen Osborne Design)
-----
/ + \ <-- 0.096 L2
| + | <-- 0.078 L1
+-----------------+-------------+------------------+ <-- 0.070
TCR
| |
| |
| |
| |
| |
+-----------------+------x------+------------------+ <-- 0.000
ARP
| |
+-------------+ <-- -0.011
|| ||
<-- 0.351 -->
ARP: Antenna Reference Point
L1 : L1 Phase Center L2 : L2 Phase Center
TCR: Top of Chokering BCR: Bottom of Chokering
TurboRogue: DORNE MARGOLIN T
-----
/ + \ <-- 0.128 L2
| + | <-- 0.110 L1
+--------------------------------------------------+ <-- 0.102
TCR
| |
| |
| |
| |
+-+--------------------------------------------------+-+ <-- 0.038
+-------------------+-------------+--------------------+ <-- 0.035
BCR
| |
=| |
+------x------+ <-- 0.000
ARP
<-- 0.381 -->
MONUMENT DESCRIPTIONS
Marked on Site Map as: Description:
I National Triangulation Station O06T0142 -
brass
bolt with scribed cross on top of concrete
astro
pillar - pillar is inside a hut with
removable
roof.
III Stainless steel bolt with milled center
mark set
in concrete on bedrock.
GPS Brass bolt set in bedrock under antenna
pillar,
10302M003 accessible for centering, bolt has a
center punch
mark WHICH IS ECCENTRIC ON THE TOP OF THE
BOLT.
VLBI Brass bolt with center punch mark set in
10302M002 circular concrete pedestal on mobile VLBI
foundations. Pedestal is covered by a cast
iron
cover approximately 50 cm diameter.
PRARE Centre of top plate to PRARE antenna
pillar
(constructed of reinforced concrete)
inside
radome.
C1 Witness Mark #1 - Brass bolt with center
punch
mark set in bedrock.
C2 Witness Mark #2 - Brass bolt with center
punch
mark set in bedrock.
C3 Witness Mark #3 - Brass bolt with center
punch
mark set in bedrock.
C4 Witness Mark #4 - Brass bolt with center
punch
mark set in bedrock.
C5 Witness Mark #5 - Brass bolt with center
punch
mark set in bedrock.
New IGS Steel tower fixed to a reinforced concrete block
10302M006 blasted into solid bedrock. The point is defined
as the top center of the hole in the horizontal
top plate, through which a special machined 5/8
UNC screw can be put to fix an antenna or
other geodetic instrument.
SATREF Steel tower fixed to a reinforced concrete block
blasted into solid bedrock. The point is defined
by a brass bolt with center punch mark set in
center of the concrete block.
Sketch of Tromsoe:
____________
N C4 o | |
^ C5 o| |
| 10302M003 | |
| (TROM) x | VLBI |
| | x 10302M002 o C1
|____ ___|
| |
| | o C2
| | o
10302M006 | |
_________x (TRO1) |
___| | | |
| | |
PRARE | x | |
|___ | | |
|_________| | |
C3 o SATREF x | |
| |
| |
o
I o o
III
[Mailed From: Svein Rekkedal <svein.rekkedal at gdiv.statkart.no>]
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