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GPS
Observations By STRE
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In November 1993,
a group from the Squadron of Technical Royal Engineers (STRE)
of the United Kingdom observed with TRIMBLE GPS L1/L2 receivers
on 5 existing Doppler points and 9 new GPS stations in Peninsular
Malaysia. In addition to that, 7 existing Doppler points and
4 old trigonometric stations were also observed in Sabah and
Sarawak. The aim is to establish better transformation parameters
from Doppler to WGS84 for the region and to connect Peninsular
Malaysia to Sabah and Sarawak. In Dec, 1993, the GPS observations
were successfully completed and computations and analysis
were subsequently conducted based on the WGS84 reference frame.
Results of STRE adjustments show that the absolute accuracy
of WGS84 coordinates is at the 1m level for the X,Y and Z
axes respectively.
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| AGRGP
Project |
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ASIA
AND PACIFIC REGIONAL GEODETIC PROJECT (APRGP) UNDER PERMANENT
COMMITTEE FOR GIS INFRASTRUCTURE FOR ASIA AND THE PACIFIC
(PCGIAP)
The
primary objective of the ASIA AND PACIFIC REGIONAL GEODETIC
PROJECT is to facilitate the establishment of a single regional
datum through a network of compatible geodetic datums. Through
this project, it is hoped to
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Establish
a regional reference datum
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Determine
the transformation values between the regional datum
and the local geodetic datums of the individual countries
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The
first ASIA AND PACIFIC REGIONAL GEODETIC PROJECT 1997 (APRG97)
campaign was organized by
AUSLIG to establish
a geodetic infrastructure to support GIS in the Asia and the
Pacific region. The APRG97 results had been discussed
in Canberra, Australia from 2 to 4 July 1998 and matters involved
in the discussion are as follows:
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| GPS
data Analysis |
| Satellite
Laser Ranging Solutions |
| VLBI
Solutions |
| Geodetic
Datums of Malaysia, Japan, Philippines, Vietnam, Australia,
New Zealand |
| GEODYSSEA
results |
| Regional
Geodetic Datums |
| Transformation
from Local to Regional Datum |
| ITRF
Densification for Asia and the Pacific |
| Unification
of Vertical Datum |
| Linking
National Vertical Datums |
| Cartesian
3-D Datum |
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The results show that the final
coordinates have a comparatively high relative accuracy of
up to 0.1-0.3 ppb and an absolute accuracy of better than
± 3 cm in the ITRF global reference frame.
The
second campaign of the APRGP98 also coincided with GEODYSSEA
and was made in October 1998. The results of APRG98 and other
related matters had been discussed in Ho Chi Minh City, Vietnam
from 11 to 14 July 1999 with member countries presenting their
final solutions and derived velocities and comparison made
with the GEODYSSEA results.
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| GEODYSSEA
Project |
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DSMM
has also participated in the EC-ASEAN Geodynamic project,
known as the GEODYSSEA Project. This project which was initiated
in 1994 and was completed in 1997, was to study the plate
motion and crustal deformation in the region of the South
and South East Asia. GPS campaigns were carried out in December
1994 and April 1996 to study such motions. This is followed
by a GEODYSSEA Symposium in April 1997 in which results of
the campaign were tabled and discussed.
Even
though the GEODYSSEA project was officially terminated in
1997, the studies in the geodynamics of the region were still
persued with a GPS campaign carried out in October 1998. The
purpose of the endeavour was to further gauge and confirm
the plate movements in the region as initiated by the GEODYSSEA
project. With the available of such data, a time series dynamics
of the region could be collected and studied.
From
the two GPS campaigns of 1994 and 1997, a zero order network
had also been able to be set-up in Malaysia with coordinates
referring to ITRF94 and ITRF96 and with an absolute accuracy
of better than ± 3cm.
MAP
19shows the stations of the GEODYSSEA network.
The two Malaysian stations involved in both GEODYSSEA campaigns
are Bkt. Pak Apil, Kuala Trengganu (KUAL) and Tinagat, Tawau,
Sabah (TAWA). As indicated in Wim et. al, 1998, from the GEODYSSEA
94/96 combined solution, their computed velocities related
to ITRF 94 & 96 are shown in TABLE
2 and TABLE
3 respectively. The mean resultant velocities
for station KUAL is about 50mm/year and TAWA 30mm/yr.
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TABLE
2 |
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GEODYSSEA 94/96 - Combined Solution
Velocity Estimates W.R.T. ITRF94 (as from Wim et al 1998)
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Station
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KUALA,
K.Trengganu
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TAWA,
Tawau
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North
(mm/yr)
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3.477
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-10.168
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East
(mm/yr)
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43.015
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27.364
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Up
(mm/yr)
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15.463
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20.114
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Std.N
(mm/yr)
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2.147
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2.058
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Std.E
(mm/yr)
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2.543
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2.241
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Std.U
(mm/yr)
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4.090
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4.034
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TABLE
3 |
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GEODYSSEA 94/96 - Combined Solution Velocity Estimates W.R.T.
ITRF96 (as from Wim et al 1998)
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Station
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KUALA,
K.Trengganu
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TAWA,
Tawau
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North
(mm/yr)
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7.702
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-5.859
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East
(mm/yr)
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38.638
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23.759
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Up
(mm/yr)
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19.728
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23.408
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Std.N
(mm/yr)
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1.954
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1.890
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Std.E
(mm/yr)
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2.450
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2.112
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Std.U
(mm/yr)
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4.065
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3.919
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