a proposed satellite laser ranging station in taiwan
TRANSCRIPT
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A proposed satellite laser ranging station in Taiwan
Cheinway Hwang , Tingjung Lin, and Yishan Lee
Dept of Civil Engineering, National Chiao Tung University
1001 University Road, Hsinchu 300, Taiwan, ROC
1Department of Civil Engineering, NCTU
Benjamin Fong Chao, Institute of Earth Sciences,
Academia Sinica, Taipei, Taiwan, ROC
Ming Yang, Dept of Geomatics, National Cheng Kung University
No. 1, University Road, Tainan 701, Taiwan, ROC
TP Tseng, SPACE Research Centre, RMIT University, Australia
5th FORMOSAT-3 / COSMIC Data Users Workshop
And the International Conference on GPS Radio Occultation
April 13-15, 2011, Taipei, Taiwan
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Introduction
• The primary objective :
(1) track current and future Taiwan satellites with corner-cube
reflectors for orbit improvement.
(2) Define the geocenter coordinate and join the international terrestrial
reference frame, serve as a reference station for plate tectonics of
Taiwan
(3) provide data for time-varying gravity/climate change research
2Department of Civil Engineering, NCTU
(3) provide data for time-varying gravity/climate change research
• SLR and FORMOSAT-7 (COSMIC follow on)
potentially equipped with SLR reflectors, to be launched in late 2014.
The accuracy of SLR-derived ranges, is better than 1 cm, and can be
used to validate the accuracy of GPS-derived orbit, and calibrate
antenna offset and center-of-mass
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SLR ground station- Argentina
3Department of Civil Engineering, NCTU
Seeber (2003)
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Example of corner-cube reflector: The CHAMP laser
retroreflector array
4Department of Civil Engineering, NCTU
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Telescope and Laser: can we reduce the size and
time-delay?Mobile and automated
SLR
•Mobile
•Small or no telescope
•Automated, real-time
Conventional SLR:
•Fixed
•Large telescope
•Manual operation
5Department of Civil Engineering, NCTU
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Validation of LEO GPS-derived Orbit:
Examples from GRACE and Jason-1
6Department of Civil Engineering, NCTU
Examples from GRACE and Jason-1
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Difference between GPS-derived orbit (one-D) and SLR
range for satellite GRACE A over 300 days, since DOY 100,
2007
(average RMS : 3.5 cm)
7Department of Civil Engineering, NCTU
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Difference between GPS-derived orbit and SLR ranges for
satellite (altimeter) Jason-1 over 170 days
8Department of Civil Engineering, NCTU(Scott et al., 2002)
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SLR data processing: normal point reduction
• Subdivide the accepted fit residuals FR into fixed intervals (bins) starting from
0h UTC. The bin sizes for various satellites are listed at the end of this note.
• Compute the mean value and the mean epoch of the accepted fit residuals
within each bin i. Let ni be the number of accepted fit residuals within this bin.
• Locate the particular observation Oi with its fit residual FRi , whose
observation epoch ti is nearest to the mean epoch of the accepted fit residuals
in bin i.
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in bin i.
• The normal point is computed as
• (10) Compute the RMS of the accepted fit residuals in each bin i from their
mean value :
where the summation over j is over the accepted points within the bin.
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RMS of raw and filtered (normal-point) orbits for
COSMIC satellite FM5
10Department of Civil Engineering, NCTU
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Improving regional orbit of FORMASAT-7 using
SLR
11Department of Civil Engineering, NCTU XI ,YI ,ZI:Inertial Coordinate System
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Near-real time orbit improvement for COSMIC2
satellites using SLR
Orbit error in radial, along-track and cross-track direction
(projection in the station-Leo direction)
• One-cycle-per-orbital-revolution (1CPR) empirical cofficients
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:argument of latitude
, , :empirical coefficients for the orbit errors in the
radial, along-track and cross-track direction
:time-dependent
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• Adjustment model
:error vector in the distance between station and Leo due to orbit error
:real-time LEO state vector (based on real-time orbit)
:true LEO state vector
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:true LEO state vector
:SLR observable
:SLR state vector
V :residual vector of
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Establishment of a reference frame of Taiwan
using SLR observations
14Department of Civil Engineering, NCTU
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Global and near-Taiwan ITRF stations (GPS, SLR,
VLBI, DORIS)
15Department of Civil Engineering, NCTU
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• SLR can be used to define geocenter coordinates and the
motion of geocenter, which can be expressed as a time
series of degree 1 harmonic coefficients in the Earth’s
gravity field model
1111 3 CRRCdx ==
==
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R : the Earth’s radius
and :fully normalized potential coefficients
1111 3 SRRSdy ==
1010 3 CRRCdz ==
C S
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Example of using SLR to solve for geopotential
coefficients and station coordinates by GEODYN II
17Department of Civil Engineering, NCTU
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Differences between the geocenter motions estimated
from SLR data of CHAMP and the result from ITRF2005
18Department of Civil Engineering, NCTU(Guo et al., 2008)
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G P S
L E O
19Department of Civil Engineering, NCTU
G P S G ro u n d S ta tio n L aser S ta tio n
Scenario 1: Ground Station to GPS (ground – high)
Scenario 2: LEO (Receiver) to GPS (low – high)
Combined scenario: Form three Layers (ground – LEO – GPS)(Zhu and Shih, 2003)
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Scenario 1. Ground stations to GPS
- Usefulness: reference frame (site positions), EOP, trop., GPS orbits, ...
- weakness: scale, geocenter (especially, z-direction)
Scenario 2. LEO to GPS
- Usefulness: orbit, gravity, occultation, ....
CHAMP (GRACE、FORMOSAT-3) is a (low altitude) satellite, its dynamic orbit is
sensitive to gravity, including 1st. degree term (geocenter). And at the same time is a
20Department of Civil Engineering, NCTU
sensitive to gravity, including 1st. degree term (geocenter). And at the same time is a
flying receiver (station).
Combined together to form 3 layers(at different height)
Ground--LEO--GPS
Solving orbits of GPS and LEO, ground station coordinates, EOP, etc.(incl. gravity)
together simultaneously. Overcome the weakness of each individual scenario.
Solution is more homogeneous and consistent.
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SLR and GPS Data from CHAMP and GRACE strengthen
the reference frame
Estimated geocenter variation in Z-directions
DAY 020502 030502 040502 050502
ground only 16.2 ±±±±13.0 3.8 ±±±±11.7 -39.4 ±±±±13.1 19.4 ±±±±12.1
unit: mm
21Department of Civil Engineering, NCTU
ground+LEO -7.7 ±±±±4.2 7.3 ±±±±4.7 -0.5 ±±±±4.7 0.9 ±±±±4.7
(Zhu and Shih, 2003)
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Time-varying gravity recovery using
combined GPS and SLR observations
22Department of Civil Engineering, NCTU
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1. Restitution of the orbits of GPS satellites from GPS ground tracking data.
2. Determination of the orbits of CHAMP and GRACE satellites from space
receiver GPS data based on fixed GPS ephemerides and clocks from step 1.
3. Simultaneous determination of orbits of the GPS and LEO satellites and
recovery of gravity field model coefficients, EOPs, and station positions from
GPS ground and LEO space-borne data in the same solution. Attitude,
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GPS ground and LEO space-borne data in the same solution. Attitude,
accelerometer, thruster, and K-band data can also be added if required. This is
the one-step or integrated procedure.
4. SLR data can be added with some realistic weighting.
)()( 332211
1
332211 UcUcUcNcNcNcX ++++=−
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Time series of delta C20 from CSR RL04 and SLR solutions from
September 2006 to December 2007
24Department of Civil Engineering, NCTU
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The possible locations of the Taiwan SLR station
• Low cloud cover rate
• Avoid aviation safety
• Accessibility to station
25Department of Civil Engineering, NCTU
• Power supply
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Comparison of possible locations of Taiwan SLR
station
Ali Mountain
weather station((((阿里山氣象站阿里山氣象站阿里山氣象站阿里山氣象站))))
Kunyang at
Provincial high
14((((昆陽昆陽昆陽昆陽))))
Mt. Hehuan
(合歡山主峰合歡山主峰合歡山主峰合歡山主峰))))
Mt. Small-
Snowy((((小雪山雷達站小雪山雷達站小雪山雷達站小雪山雷達站))))
Height 2413m 3070m 3390m 2997m
Administrative Chiayi Nantou Nantou Taichung
26Department of Civil Engineering, NCTU
Administrative
division
Chiayi Nantou Nantou Taichung
Accessibility
(transportation)
Good Good Good Bad
Power supply Good Average Average Unknown
Difficulty in site
construction
Unknown Easy Easy Hard
man-made
interference
Low High Average Very Low
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Ali Mountain weather station
((((阿里山氣象站阿里山氣象站阿里山氣象站阿里山氣象站))))
27Department of Civil Engineering, NCTU
Advantage:Good maintenance and stable power supply
Disadvantage:1. The weather-induced disasters may interrupts road access
2. Less suitable space for site construction
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Kunyang
((((昆陽昆陽昆陽昆陽))))
28Department of Civil Engineering, NCTU
Advantage: Entrance limitation in snowing season
Disadvantage: High man-made interference
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Mt. Hehuan
(合歡山主峰合歡山主峰合歡山主峰合歡山主峰))))
29Department of Civil Engineering, NCTU
Advantage: Vehicle control
Disadvantage:Too many tourists
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Mt. Small-Snowy
((((小雪山雷達站小雪山雷達站小雪山雷達站小雪山雷達站))))
30Department of Civil Engineering, NCTU
Advantage:Very low man-made interference
Disadvantage:High construction difficulty
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Conclusions and suggestions
• Data from the Taiwan SLR station can be applied to precise orbitdetermination/validation, determinations of geocenter coordinate andtemporal gravity (primary). Other applications are fundamentalphysics, solid/ocean tides, time-transfer and alternative trackingwhen GPS fails (secondary).
• An NSC proposal (2011-2014) was submitted to develop theories and
31Department of Civil Engineering, NCTU
• An NSC proposal (2011-2014) was submitted to develop theories andcomputer programs for SLR applications.
• The success of the proposed Taiwan SLR station will depend onmany parties in Taiwan, including NSPO, NSC, MOI and academicinstitutions.