TROM00NOR Site Information Form (site log v2.0)
International GNSS Service
See Instructions at:
https://files.igs.org/pub/station/general/sitelog_instr_v2.0.txt
0. Form
Prepared by (full name) : [email protected]
Date Prepared : 2024-10-18
Report Type : UPDATE
If Update:
Previous Site Log : trom00nor_20181203.log
Modified/Added Sections : 11
1. Site Identification of the GNSS Monument
Site Name : Tromsoe
Nine Character ID : TROM00NOR
Monument Inscription : None
IERS DOMES Number : 10302M003
CDP Number : (A4)
Monument Description : PILLAR
Height of the Monument : 3 m
Monument Foundation : CONCRETE BLOCK
Foundation Depth : 0 m
Marker Description : BRASS NAIL
Date Installed : 1990-01-01
Geologic Characteristic : NOT WELL KNOWN
Bedrock Type : METAMORPHIC
Bedrock Condition : WEATHERED
Fracture Spacing : over 200 cm
Fault zones nearby : NO
Distance/activity : (multiple lines)
Additional Information : Due to the lack of geologic knowledge, a
: new GPS Monument has been made, TRO1.
: Sedimentary bedrock.
2. Site Location Information
City or Town : Tromsoe
State or Province : N/A
Country or Region : NOR
Tectonic Plate : EURASIAN
Approximate Position (ITRF)
X coordinate (m) : 2102940.000
Y coordinate (m) : 721569.000
Z coordinate (m) : 5958192.000
Latitude (N is +) : +693945.90
Longitude (E is +) : +0185617.95
Elevation (m,ellips.) : 132.2
Additional Information : (multiple lines)
3. GNSS Receiver Information
3.1 Receiver Type : ROGUE SNR-8
Satellite System : GPS
Serial Number : R107/011/026
Firmware Version : Conan Release 4 4/12/94
Elevation Cutoff Setting : 4 deg
Date Installed : 1990-01-01
Date Removed : 1997-01-01
Temperature Stabiliz. : none
Additional Information : Receiver repaired between Jan 97 and Jan 98
: exact dates in Jan 1990, Jan 1997 not known
3.2 Receiver Type : ROGUE SNR-8000
Satellite System : GPS
Serial Number : 115
Firmware Version : TurboRogue GPS Rec. Host Soft.
Elevation Cutoff Setting : 4 deg
Date Installed : 1997-07-15
Date Removed : 1998-01-05
Temperature Stabiliz. : none
Additional Information : (multiple lines)
3.3 Receiver Type : ROGUE SNR-8
Satellite System : GPS
Serial Number : R107/011/026
Firmware Version : Conan Release 4 4/12/94
Elevation Cutoff Setting : 4 deg
Date Installed : 1998-01-05
Date Removed : 1998-12-23
Temperature Stabiliz. : none
Additional Information : (multiple lines)
3.4 Receiver Type : ROGUE SNR-8000
Satellite System : GPS
Serial Number : 131
Firmware Version : TurboRogue GPS Rec. Host Soft.
Elevation Cutoff Setting : 4 deg
Date Installed : 1998-12-23T11:11Z
Date Removed : 1999-08-18T10:15Z
Temperature Stabiliz. : none
Additional Information : (multiple lines)
3.5 Receiver Type : AOA BENCHMARK ACT
Satellite System : GPS
Serial Number : 2019
Firmware Version : 3.3.32.2
Elevation Cutoff Setting : 1 deg
Date Installed : 1999-08-18T10:20Z
Date Removed : 2009-05-06T11:55Z
Temperature Stabiliz. : none
Additional Information : Station decomissioned, new monument TRO1
: established
: See IGSMAIL 5942
:
3.x Receiver Type : (A20, from rcvr_ant.tab; see instructions)
Satellite System : (GPS+GLO+GAL+BDS+QZSS+IRNSS+SBAS)
Serial Number : (A20, but note the first A5 is used in SINEX)
Firmware Version : (A11)
Elevation Cutoff Setting : (deg)
Date Installed : (CCYY-MM-DDThh:mmZ)
Date Removed : (CCYY-MM-DDThh:mmZ)
Temperature Stabiliz. : (none or tolerance in degrees C)
Additional Information : (multiple lines)
4. GNSS Antenna Information
4.1 Antenna Type : AOAD/M_B NONE
Serial Number : R107
Antenna Reference Point : BCR
Marker->ARP Up Ecc. (m) : 2.4734
Marker->ARP North Ecc(m) : 0.0000
Marker->ARP East Ecc(m) : 0.0000
Alignment from True N : 0 deg
Antenna Radome Type : NONE
Radome Serial Number :
Antenna Cable Type : (vendor & type number)
Antenna Cable Length : (m)
Date Installed : 1990-01-01
Date Removed : 1997-01-01
Additional Information : Antenna was repaired between Jan-97 and Jan-98
: exact dates in Jan 1990, Jan 1997 not known
4.2 Antenna Type : AOAD/M_T NONE
Serial Number : T103
Antenna Reference Point : BPA
Marker->ARP Up Ecc. (m) : 2.3686
Marker->ARP North Ecc(m) : 0.0000
Marker->ARP East Ecc(m) : 0.0000
Alignment from True N : 0 deg
Antenna Radome Type : NONE
Radome Serial Number :
Antenna Cable Type : (vendor & type number)
Antenna Cable Length : (m)
Date Installed : 1997-07-15
Date Removed : 1998-01-05
Additional Information : (multiple lines)
4.3 Antenna Type : AOAD/M_B NONE
Serial Number : R107
Antenna Reference Point : BCR
Marker->ARP Up Ecc. (m) : 2.4750
Marker->ARP North Ecc(m) : 0.0000
Marker->ARP East Ecc(m) : 0.0000
Alignment from True N : 0 deg
Antenna Radome Type : NONE
Radome Serial Number :
Antenna Cable Type : (vendor & type number)
Antenna Cable Length : (m)
Date Installed : 1998-01-05
Date Removed : 1998-12-22
Additional Information : (multiple lines)
4.4 Antenna Type : AOAD/M_B NONE
Serial Number : 114
Antenna Reference Point : BCR
Marker->ARP Up Ecc. (m) : 2.4750
Marker->ARP North Ecc(m) : 0.0000
Marker->ARP East Ecc(m) : 0.0000
Alignment from True N : 0 deg
Antenna Radome Type : NONE
Radome Serial Number :
Antenna Cable Type : (vendor & type number)
Antenna Cable Length : (m)
Date Installed : 1998-12-22
Date Removed : 2009-05-06T11:55Z
Additional Information : (multiple lines)
4.x Antenna Type : (A20, from rcvr_ant.tab; see instructions)
Serial Number : (A*, but note the first A5 is used in SINEX)
Antenna Reference Point : (BPA/BCR/XXX from "antenna.gra"; see instr.)
Marker->ARP Up Ecc. (m) : (F8.4)
Marker->ARP North Ecc(m) : (F8.4)
Marker->ARP East Ecc(m) : (F8.4)
Alignment from True N : (deg; + is clockwise/east)
Antenna Radome Type : (A4 from rcvr_ant.tab; see instructions)
Radome Serial Number :
Antenna Cable Type : (vendor & type number)
Antenna Cable Length : (m)
Date Installed : (CCYY-MM-DDThh:mmZ)
Date Removed : (CCYY-MM-DDThh:mmZ)
Additional Information : (multiple lines)
5. Surveyed Local Ties
5.1 Tied Marker Name : VLBI
Tied Marker Usage : VLBI/LOCAL CONTROL/FOOTPRINT
Tied Marker CDP Number : 7602
Tied Marker DOMES Number : 10302M002
Differential Components from GNSS Marker to the tied monument (ITRS)
dx (m) : -36.286 m
dy (m) : 33.117 m
dz (m) : 9.222 m
Accuracy (mm) : 1 mm
Survey method : TRILATERATION/TRIANGULATION
Date Measured : (CCYY-MM-DDThh:mmZ)
Additional Information : measured 1989, 1990, 1997
5.2 Tied Marker Name : PRARE
Tied Marker Usage : Prare observations
Tied Marker CDP Number : (A4)
Tied Marker DOMES Number : (A9)
Differential Components from GNSS Marker to the tied monument (ITRS)
dx (m) : -6.476 m
dy (m) : 44.272 m
dz (m) : 3.039 m
Accuracy (mm) : 15 mm
Survey method : TRILATERATION/TRIANGULATION
Date Measured : (CCYY-MM-DDThh:mmZ)
Additional Information : 1993, 1997
5.x Tied Marker Name :
Tied Marker Usage : (SLR/VLBI/LOCAL CONTROL/FOOTPRINT/etc)
Tied Marker CDP Number : (A4)
Tied Marker DOMES Number : (A9)
Differential Components from GNSS Marker to the tied monument (ITRS)
dx (m) : (m)
dy (m) : (m)
dz (m) : (m)
Accuracy (mm) : (mm)
Survey method : (GPS CAMPAIGN/TRILATERATION/TRIANGULATION/etc)
Date Measured : (CCYY-MM-DDThh:mmZ)
Additional Information : (multiple lines)
6. Frequency Standard
6.1 Standard Type : EXTERNAL RUBIDIUM
Input Frequency : 10 MHz
Effective Dates : 1993-01-01/CCYY-MM-DD
Notes : FRK, No. 1
6.x Standard Type : (INTERNAL or EXTERNAL H-MASER/CESIUM/etc)
Input Frequency : (if external)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Notes : (multiple lines)
7. Collocation Information
7.1 Instrumentation Type : PRARE
Status : PERMANENT
Effective Dates : 1995-11-01/1997-05-01
Notes : exact dates in Nov 1995, May 1997 not known.
: Removed.
7.2 Instrumentation Type : SATREF
Status : PERMANENT
Effective Dates : 1995-07-01/CCYY-MM-DD
Notes : This system samples every second and is used
: for DGPS.
: Active.
7.x Instrumentation Type : (GPS/GLONASS/DORIS/PRARE/SLR/VLBI/TIME/etc)
Status : (PERMANENT/MOBILE)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Notes : (multiple lines)
8. Meteorological Instrumentation
8.1.x Humidity Sensor Model :
Manufacturer :
Serial Number :
Data Sampling Interval : (sec)
Accuracy (% rel h) : (% rel h)
Aspiration : (UNASPIRATED/NATURAL/FAN/etc)
Height Diff to Ant : (m)
Calibration date : (CCYY-MM-DD)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Notes : (multiple lines)
8.2.x Pressure Sensor Model :
Manufacturer :
Serial Number :
Data Sampling Interval : (sec)
Accuracy : (hPa)
Height Diff to Ant : (m)
Calibration date : (CCYY-MM-DD)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Notes : (multiple lines)
8.3.x Temp. Sensor Model :
Manufacturer :
Serial Number :
Data Sampling Interval : (sec)
Accuracy : (deg C)
Aspiration : (UNASPIRATED/NATURAL/FAN/etc)
Height Diff to Ant : (m)
Calibration date : (CCYY-MM-DD)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Notes : (multiple lines)
8.4.x Water Vapor Radiometer :
Manufacturer :
Serial Number :
Distance to Antenna : (m)
Height Diff to Ant : (m)
Calibration date : (CCYY-MM-DD)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Notes : (multiple lines)
8.5.x Other Instrumentation : (multiple lines)
9. Local Ongoing Conditions Possibly Affecting Computed Position
9.1.x Radio Interferences : (TV/CELL PHONE ANTENNA/RADAR/etc)
Observed Degradations : (SN RATIO/DATA GAPS/etc)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Additional Information : (multiple lines)
9.2.x Multipath Sources : (METAL ROOF/DOME/VLBI ANTENNA/etc)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Additional Information : (multiple lines)
9.3.x Signal Obstructions : (TREES/BUILDINGS/etc)
Effective Dates : (CCYY-MM-DD/CCYY-MM-DD)
Additional Information : (multiple lines)
10. Local Episodic Effects Possibly Affecting Data Quality
10.x Date : (CCYY-MM-DD/CCYY-MM-DD)
Event : (TREE CLEARING/CONSTRUCTION/etc)
11. On-Site, Point of Contact Agency Information
Agency : Norwegian Mapping Authority
: Geodetic Institute
Preferred Abbreviation : NMA
Mailing Address : Kartverksveien 21 / P.O.Box 600 Sentrum
: N-3507 Honefoss
: Norway
Primary Contact
Contact Name : SATREF Control Centre
Telephone (primary) :
Telephone (secondary) :
Fax :
E-mail : [email protected]
Secondary Contact
Contact Name : Dr. Aasmund Steen Skjaeveland
Telephone (primary) : +47 32 11 84 52
Telephone (secondary) :
Fax : +47 32 11 81 01
E-mail : [email protected]
Additional Information : (multiple lines)
12. Responsible Agency (if different from 11.)
Agency : (multiple lines)
Preferred Abbreviation : (A10)
Mailing Address : (multiple lines)
Primary Contact
Contact Name :
Telephone (primary) :
Telephone (secondary) :
Fax :
E-mail :
Secondary Contact
Contact Name :
Telephone (primary) :
Telephone (secondary) :
Fax :
E-mail :
Additional Information : (multiple lines)
13. More Information
Primary Data Center : BKGI
Secondary Data Center :
URL for More Information :
Hardcopy on File
Site Map : (Y or URL)
Site Diagram : (Y or URL)
Horizon Mask : (Y or URL)
Monument Description : (Y or URL)
Site Pictures : (Y or URL)
Additional Information : (multiple lines)
Antenna Graphics with Dimensions
AOAD/M_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
AOAD/M_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 Sketch 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.
(TROM) Brass bolt set in bedrock under antenna
10302M003 pillar, 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.
10302M006 Steel tower fixed to a reinforced concrete
(TRO1) block 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 site:
____________
N C4 o | |
^ C5 o| |
| 10302M003 | |
| (TROM) x | VLBI |
| | x 10302M002 o C1
|____ ___|
| | o C2
10302M006 | | o
_________x (TRO1) |
___| | | |
| | |
PRARE | x | |
|___ | | |
|_________| | |
C3 o SATREF x | |
| |
| |
o
