Each projects creates an ASCII file
by default which stores the raw data of each point recorded in the programme
(WGS84 latitude and longitude, number of satellites, horizontal and vertical
precisions etc). This file has the same name as the project and the extension *.GPS and it includes 2 record types.
Lines starting # contain information
about the project:
- Projected CRS : Projected coordinate reference system.
- Geodetic Datum Shift: Transformation of geodetic datums.
- Vertical CRS : Vertical coordinate reference system.
- Vertical Datum Shift: Transformation of vertical datums.
- Local System.
- dX, dY, dZ : Additional displacements to the local system.
And lines starting ‘P’ or ‘B’ contain information about the points recorded:
-
Base (B) or Point (P).
-
Identifier of the option where the point was recorded.
_000_ |
B-GPS>Configure Base |
_001_ |
B-Project>G.Files>Bases>Acquire
Base |
_002_ |
P-Data Acquisition> Cross
Section |
_003_ |
P-Data Acquisition>Longitudinal
Profile |
_004_ |
P-Data Acquisition> Continuous |
_005_ |
P-Data Acquisition> Surveying |
_007_ |
P-Data Acquisition>Kinematic |
_008_ |
P-Tools>Points Analysis |
_009_ |
B-Project>G.Files>Bases>Create
Base>Latitude and Longitude |
_010_ |
B-GPS>Configure Mobile |
_011_ |
P-Setting out>Points |
_012_ |
P-Setting Out>Lines
Intersection |
_013_ |
P-Setting out>Normal Points |
_014_ |
P-Setting out>Line |
_015_ |
P-Setting out>Lines and Parallels |
_016_ |
P-Setting out>K.P. and
Displacement |
_017_ |
P-Setting out>K.P. and Code |
_020_ |
P-Setting out>Slopes |
_022_ |
P-Data Acquisition>Acquire Alignment |
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-
System date.
-
System time.
-
Reference base name. If “-“ appears this is due to the fact that the
base has been configured at another work session. When working via NTRIP the
name of the node to which you have connected is added.
-
Point name.
-
WGS84 Latitude.
-
WGS84 Longitude.
-
WGS84 Altitude.
-
Antenna height. Does not include the Offset.
-
Pdop.
-
Number of satellites used.
-
Position type identifier.
-
Horizontal precision.
-
Vertical precision.
-
Point code.
-
File where the point has been stored.
-
Description of the position type (RTK Fixed, RTK Float, Autonomous etc).
This information proves useful in
the event of wanting to apply a CRS to the data acquired or a local system
different from the current one.
The data which appears by default
under this option is part of the GPS file of the current project but a file can
also be selected from another project. To this end the Select option must be chosen from the drop down menu.
Data can be exported in different
formats: KML, HTML and W84.
A W84 file is an ASCII file with the following line format:
Name,GLat MLat SLat NS,GLon MLon
SLon EW,Altitude,Code
Example: BR1,36 45 5.6754343 N,4
28 6.5456787 W,145.423,CT
For KML files you can choose between creating a point entity for each
or
creating a polyline with all the points of the GPS file. Both for this type of
files and for the W84 all the points
can be exported or just those included in a specific file.
There is
also the possibility of creating an HTML report combining different
fields of the GPS file.
Another menu option, Move Coordinates, allows a range of
points to be displaced based on the increments in latitude, longitude and
altitude calculated between one of the file reference bases and the other
entered manually. A W84 file will be
created with the new points calculated.
The following steps must be taken:
-
Select Ref. Station and mark a point on the list.
-
Select Initial Point and mark another point on the list.
-
Select Final Point and mark a
new point.
-
Enter the coordinates of the new base in latitude, longitude and
ellipsoidal altitude WGS84.
-
Press Traslate to give a name to the W84 file and record the new points calculated.
Finally,
an option is presented regardless of the GPS file which allows a projected
coordinates' archive to be created in accordance with the current project
configuration based on a file with NMEA GGA strings.
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