Very Long Baseline Interferometry
(VLBI) is the unique space
geodetic technique which can provide
the Celestial Reference Frame (CRF),
the Terrestrial Reference Frame (TRF)
and the relationship between the two
frames --- Earth Orientation Parameters
(EOP) at the same time. VLBI has a
widely usage in space geodetic, ground
geodetic, geophysical fields and so on.
Presently, it can determine the position of
the radio source outside the galaxy with
1mas precision, and determine several
kilometers length of baseline on the earth’s
surface with 1cm precision. Due to its
high stability and high precision character,
the Celestial Reference Frame outside the
galaxy based on VLBI has been the best
realization of the quasi-inertial reference
frame since 1980s. VLBI stations are
the most important benchmarks in the
International Terrestrial Reference Frame
(ITRF), and VLBI is one main supporting
technique which determines EOP. Till
now, space and ground VLBI have
accumulated more than 20 years’ data.
They provide continuous and long-term
data guarantee for space geodetic, ground
geodetic and geographical research.
Very Long Baseline Interferometry
(VLBI) is the unique space
geodetic technique which can provide
the Celestial Reference Frame (CRF),
the Terrestrial Reference Frame (TRF)
and the relationship between the two
frames --- Earth Orientation Parameters
(EOP) at the same time. VLBI has a
widely usage in space geodetic, ground
geodetic, geophysical fields and so on
Presently, it can determine the position of
the radio source outside the galaxy with
1mas precision, and determine several
kilometers length of baseline on the earth’s
surface with 1cm precision. Due to its
high stability and high precision character,
the Celestial Reference Frame outside the
galaxy based on VLBI has been the best
realization of the quasi-inertial reference
frame since 1980s. VLBI stations are
the most important benchmarks in the
International Terrestrial Reference Frame
(ITRF), and VLBI is one main supporting
technique which determines EOP. Till
now, space and ground VLBI have
accumulated more than 20 years’ data.
They provide continuous and long-term
data guarantee for space geodetic, ground
geodetic and geographical research.
Though there are several kinds of common
ocean tide and nutation models, there
have no article giving us the best model
combination through special comparison
and analysis. This paper firstly introduces
several common ocean tide models and
nutation models, and then computes the
global VLBI data during 2001-2007 using
the OCCAM 5.0 software platform. It
compares and analyzes the precision of
geodetic parameter’s result using these
models, and gives us the best ocean
tide and nutation model combination.
Model introduction
OCCAM is a common software in
processing space VLBI and ground
VLBI data. It is used in describing the
physical model of time delay and time
delay rate, computing and adjusting
all parameters’ partial derivative.
Generally speaking, there are three
physical models in this software[1]:
1) Computing model and setting up
Standard Data File (SDF) model: the
preparation of the data (DTAU0),
precession and nutation and (PN), the
correction of station’s displacement and
partial derivative (STATION), geometry
model (GEOMET), all five parts.
2) Adjusting scheme model: Kalman filter
method, Least square method and least
square collocate method, all three parts.
3) Application program model:
obtaining information from the
standard data files (SDF) in
OCCAM, obtaining information
from Obs-Calc files, all two parts.
OCCAM 5.0 software is made up of
several executing programs. Only
operating in definite sequence, we can
get the accurate VLBI computing results.
In this paper, we will compute with
multi-baseline Kalman filter method, the
detailed processing please refers to [2].
EANES model (CSR4.0
ocean loading model)
The EANES model[3] used in this paper
is the CSR 4.0 ocean tide model, which
is computed on the basis of the Orthotide
model of Eanes et al., Center of Space
Research, University of Austin, Texas,
kindly made available to the world inApril 1999. It is a further development
of CSR 3.0 and contains 239 circles
(about 6.4 years) of TOPEX/POSEIDON
altimetry. Like the CSR3.0 ocean tide
model, CSR4.0’s grid resolution is
0.5º×0.5º. It has the same orthotide
frequency model; and it comprises
the diurnal and semidiurnal bands.
For the computation of the loading effects,
a land-ocean mask was constructed from
ETOPO5. The same mask was used in
CSR3.0. The reason for this is that many
coastal model nodes of CSR3.0 inundate
ETOPO5 land. Since the altimetry
solution does not impose local water mass
continuity conditions, the masking does
not degrade global mass conservation
(which is a more important error source in
loading effects than in the tide elevation
itself), but improves the realism of the
load distribution. This model still uses
concentrated load circling method and
computes the close load through gradual
reduction discrete points in the integral.
|