[IGSMAIL-2130] Update of TRO1 log
Svein
Svein
Wed Jan 20 04:34:08 PST 1999
Subject
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IGS Electronic Mail Wed Jan 20 4:34:08 PST 1999 Message Number 2130
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Author: Svein Rekkedal
Subject: Update of TRO1 log
Subject: Update of TRO1 log
TRO1 Site Information Form
International GPS Service for Geodynamics
0. Form
Prepared by (full name) : Svein Rekkedal
Date Prepared : 20-JAN-1999
Report Type : UPDATE
Prepared Using :
1. Site Identification of the GPS Monument
Site Name : Tromsoe
Four Character ID : TRO1
Monument Inscription :
IERS DOMES Number : 10302M006
CDP Number :
Date Installed : 31-05-1997
Geologic Characteristic : Bedrock
Bedrock Type : METAMORPHIC/SEDIMENTARY
Bedrock Condition : Fresh
Fracture Spacing : over 200 cm
Notes :
Additional Information : A reinforced block of concrete is
blasted
into the bedrock and bolted to it. A steel
tower of approx. 4 m. height is carrying the
GPS antenna.
2. Site Location Information
City or Town : Tromsoe
State or Province :
Country : Norway
Tectonic Plate : Eurasian
Approximate Position
X coordinate (m) : 2102929
Y coordinate (m) : 721619
Z coordinate (m) : 5958196
Latitude (deg) : 69.66 N
Longitude (deg) : 18.94 E
Elevation (m) : 142
Additional Information :
3. GPS Receiver Information
3.1 Receiver Type : ROGUE SNR-8000
Serial Number : 103
Firmware Version : TurboRogue GPS Receiver Host Software
Version 3 Release 2
55/02/28 Field Configuration 8
Date Installed : 31-05-1997
Date Removed :
Additional Information :
4. GPS Antenna Information
4.1 Antenna Type : DORNE MARGOLIN T
Serial Number : T103
Antenna Height (m) : 0.0
Antenna Reference Point : ARP
Degree Offset from North : 0
Antenna Radome Type : NONE
Date Installed : 15-07-1997
Date Removed : 1998-12-22-11:40
Additional Information :
4.2 Antenna Type : DORNE MARGOLIN ASH
Serial Number : CRG0110
Antenna Height (m) : 0.0
Antenna Reference Point : ARP
Degree Offset from North : 0
Antenna Radome Type : ASHTECH
Date Installed : 1998-12-22-13:20
Date Removed :
Additional Information : COMBINED GPS & GLONASS ANTENNA.
PART# 701073 rev 1
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) : -24.5648
dy (m) : -16.8829
dz (m) : + 5.1438
Accuracy (mm) : 1
Date Measured : 1997
Additional Information :
5.2 Monument Name : TROM
Site Ref CDP Number :
Site Ref Domes Number : 10302M003
Differential Components from GPS Mark to Site Reference (ITRS)
dx (m) : +11.7217
dy (m) : -49.9995
dz (m) : - 4.0784
Accuracy (mm) : 1
Date Measured : 1997
Additional Information :
5.3 Monument Name : PRARE
Site Ref CDP Number :
Site Ref Domes Number :
Differential Components from GPS Mark to Site Reference (ITRS)
dx (m) : + 5.246
dy (m) : - 5.728
dz (m) : - 1.039
Accuracy (mm) : 15
Date Measured : 1997
Additional Information :
6. Frequency Standard
6.1 Standard Type : NONE
Frequency :
Effective Dates :
Notes :
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
TurboRogue: DORNE MARGOLIN T
-----
/ + \ <-- 0.128 L2
| + | <-- 0.110 L1
+--------------------------------------------------+ <-- 0.102
TCR
| |
| |
| |
| |
+-+--------------------------------------------------+-+ <-- 0.038
+-------------------+-------------+--------------------+ <-- 0.035
BCR
| |
=| |
+------x------+ <-- 0.000
ARP
<-- 0.381 -->
Ashtech: DORNE MARGOLIN ASH
-----
/ + \ <-- 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.
TROM 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 Center 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 | 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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