Since Trimble RTK VRS running on Trimble PIVOT new 3.10 version released in november 2016 support the new ITRF2014 datum, it makes mandatory to have this datum supported specialy by Access, TBC and CSM, so when will these software do it?
By the way the new reference subframe of the ITRF2014 based on GNSS only, the IGS14 will be implemented in January 2017 so all Trimble software should support it too See below the IGS mail announcing it:
The IGS will soon adopt a new reference frame, called IGS14, as the basis of its
products. IGS14 is closely related to ITRF2014, released in January 2016. An
updated set of satellite and ground antenna calibrations, igs14.atx, will also
become effective at the same time and should be used together with IGS14. The
IGS intends to switch from IGS08/igs08.atx to IGS14/igs14.atx starting with
products of GPS week 1934 (29 January 2017). The IGS08/igs08.atx framework has
been in effect since GPS week 1632 (17 April 2011) and was also used for the
second IGS reprocessing campaign (repro2) back to 1994.
The following files can already be downloaded from either
ftp://igs-rf.ign.fr/pub/IGS14 or ftp://igs-rf.ensg.eu/pub/IGS14:
- IGS14.snx : IGS14 SINEX file
- IGS14.ssc : IGS14 SINEX file without covariance matrix
- IGS14.png : map of the full IGS14 network
- psd_IGS14.snx : post-seismic deformation models to be used with
- soln_IGS14.snx : discontinuity list to be used with IGS14
- IGS14_core.txt : list of IGS14 core stations
- IGS14_core.png : map of the IGS14 core network
- igs14_1926.atx : latest version of igs14.atx (will be updated, if
- ITRF2014_to_IGS14.txt : position offsets applied to the ITRF2014
coordinates of IGS14 stations affected by ground
antenna calibration updates
- igs08_to_igs14_offsets.txt : position offsets estimated for all IGS stations
affected by ground antenna calibration updates
- lat_models.txt : latitude-dependent models of position offsets
expected from ground antenna calibration updates
Below, you will find some details about the definition and use of IGS14 and
igs14.atx. IGS14 and igs14.atx were defined using a similar strategy as IGS08
and igs08.atx. Therefore, additional useful information can be found in the
- [IGSMAIL-6354] Upcoming switch to IGS08/igs08.atx
- [IGSMAIL-6355] Upcoming switch to IGS08/igs08.atx - Details on igs08.atx
- [IGSMAIL-6356] Advice for coping with the change to IGS08+igs08.atx
- IGS08: the IGS realization of ITRF2008
- Absolute IGS antenna phase center model igs08.atx: status and potential
Also note that, starting with the release of GPS week 1934 (IGS17P05.snx), the
IGS cumulative solution will be replaced by a new version based on:
- the weekly combined repro2 solutions (ig2) of GPS weeks 0730-1831,
- the weekly combined operational solutions (igs) of GPS weeks 1832-present,
- a revised discontinuity list, consistent with the ITRF2014 discontinuity list,
which will replace the current list at:
This new IGS cumulative solution will also incorporate the ITRF2014 post-seismic
deformation models. It will be made consistent with the igs14.atx ground antenna
calibrations and aligned to the IGS14 reference frame.
Please send any further questions to:
- firstname.lastname@example.org for the reference frame aspects,
- email@example.com for the antenna calibration aspects.
Paul Rebischung, Ralf Schmid, Tom Herring
* Antenna calibration updates
- Satellite antenna calibrations:
Because of recent orbit modeling changes (Earth radiation pressure,
antenna thrust), the scale of the IGS products currently differs from the
ITRF2008 scale by about -0.3 ppb. igs14.atx therefore contains new radial
antenna phase center offsets (z-PCOs) for all GPS and GLONASS satellites.
These offsets were obtained from time series of z-PCO estimates,
consistent with the ITRF2014 scale, derived from the daily repro2
solutions of seven IGS analysis centers. Note that the z-PCO time series
were trend-corrected to epoch 2010.0 before computing weighted averages.
The igs14.atx satellite antenna z-PCO values are therefore expected to
give access to the ITRF2014 scale at epoch 2010.0.
Satellite-specific x- and y-PCOs from pre-flight calibrations were
additionally introduced in igs14.atx for the GPS Block IIR satellites.
- Ground antenna calibrations:
For 17 antenna types, additional robot calibrations provided by different
institutions could be added to igs14.atx. Moreover, 19 type-specific phase
center corrections were updated with the results of recent individual
calibrations. As also the AOAD/M_T antenna calibration got updated, all
converted calibrations slightly changed. Detailed antenna names can be
found in the header of igs14.atx.
* IGS14 definition and use
- Station selection:
IGS14 is a subset of 252 stable, well-performing IGS stations from
ITRF2014. Station stabilities were assessed from the ITRF2014 results
(WRMS of residual time series, formal errors of ITRF2014 coordinates
propagated over the expected lifetime of IGS14). Compared to IGb08, IGS14
contains 65 new stations, mostly in previously sparsely covered areas. On
the other hand, 48 previous IGb08 stations did not meet the IGS14
- Coordinate corrections due to ground antenna calibration updates:
While ITRF2014 coordinates are consistent with the igs08.atx set of
antenna calibrations, IGS14 needs to be consistent with the updated
igs14.atx set. The impact of the igs08.atx to igs14.atx ground antenna
calibration updates on the ITRF2014 station coordinates was therefore
assessed from differential PPP analyses, and the estimated corrections
were applied to the ITRF2014 coordinates of the affected IGS14 stations
whenever exceeding 1 mm in either direction. The coordinate corrections
actually applied are listed in ITRF2014_to_IGS14.txt.
IGS14 station coordinates are generally represented by piecewise linear
functions, i.e., several position+velocity sets valid over successive time
intervals. Each set is denoted by a solution number (soln) whose validity
period is given in the discontinuity file soln_IGS14.snx. The
discontinuity list in soln_IGS14.snx is based on the ITRF2014
discontinuity list but also includes recent discontinuities and will be
continuously updated as new breaks occur. Because IGS14 does not contain
coordinates for solns starting after 15 February 2015 (end of ITRF2014
input data), stations affected by such recent discontinuities cannot be
used as reference frame stations anymore.
- Post-seismic deformation models:
Like in ITRF2014, the reference coordinates of some IGS14 stations include
post-seismic deformation models in the form of exponential and/or
logarithmic functions. These models are given in psd_IGS14.snx. More
details on their application can be found at:
The IGS14 positions+velocities of the affected stations cannot be used
without the post-seismic deformation models.
- IGS14 core network:
For the purpose of aligning global GNSS solutions to IGS14, a well-
distributed sub-network of IGS14 stations, called IGS14 core network, was
designed. It is composed of 51 clusters of stations (i.e., 51 primary
stations, each with possible substitutes; see IGS14_core.txt) selected to
ensure a homogeneous global distribution and the best possible
temporal stability of the core network.
* Impact on user results
The impact of the switch to IGS14/igs14.atx on station positions estimated
using the IGS products will be twofold:
- Reference frame change:
The alignment of the IGS products to IGS14 instead of IGb08 will induce
small global effects due to the reference frame change from ITRF2008 to
ITRF2014. The corresponding transformation parameters can be found at:
- Ground antenna calibration updates:
The igs08.atx to igs14.atx ground antenna calibration updates will provoke
additional coordinate changes for many stations. This effect will mainly
be antenna-type-dependent, but will also depend on station location.
The impact of the ground antenna calibration updates from igs08.atx to
igs14.atx on the coordinates of all affected IGS stations was assessed by
means of differential PPP analyses. The estimated position offsets are
given in igs08_to_igs14_offsets.txt.
For users who would like to assess the impact of the calibration updates
for specific stations/antennas, a set of latitude-dependent coordinate
change models is additionally available in lat_models.txt.
Trimble CORS VRS RTK software PIVOT 3.10 already supports ITRF2014 as also Trimble RTX PPP online post processing, so TBC should urgently implementing support for this new ITRF14 datum in its project settings and Coordinate System Manager
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