4.1.2. Measurements   
 
In the submenu Input > Measurements the GPS or Total Station measurements are shown and stored. The functionality of the Measurements dialog depends on the current selected station (GPS or Total Station). The menu can also be opened with the button shown above.
 
Total Station:
 
In this window the total station measurements have already been corrected in terms of the instrument constants entered under Initial > Instrument.
 
In the field PtNo. enter the designation of the point to be measured. In the field Cod you can allocate the point code and the marker type is specified in the field MA. CP characterizes the point when it is activated as a control point. H specifies the horizontal angle, V the vertical angle, and D the distance.
 
The measurement is triggered via the appropriate buttons. The button <Meas> initiates the angle and distance measurement. By means of the button <Raw> a coarse measurement is initiated with a shorter measurement period yet with reduced accuracy. The buttons <Angle> and <Dist> only deliver the angle or the distance and vertical angle respectively. <Build> is conceived for measurements using reflectors in the case of buildings. After the measurement has been successfully carried out, the dialog switches into the save mode. 
 
After the measurement elements have been registered, the target height t, the longitudinal ex-center L (set to 0.2 m in the case of building measurements), the transverse ex-center Q and the distance eccentricity S are entered in meters. You can save the measured values with <OK>, or reject them with <X> and return to the previous dialog.
 
Servo-driven instruments can be controlled by the button <Servo>.
 
GPS:
 
For the display of the GPS coordinates GART-2000® CE uses the coordinate system chosen in the Initial > Constants > GPS submenu.
 
The following data are displayed:
 

E

East-coordinate in the user system with the standard deviation [m]

N

North-coordinate in the user system with the standard deviation [m]

H

Height of the coordinate in the user system with the standard deviation [m]

Sat

Number of satellites used for the position calculation (GPS|GLONASS)

PDOP

PDOP: factor to determine the reachable accuracy dependent on the satellite geometry.

I.H.

Antenna height (true vertical height of phase center above the ground point)

Radio

Display of the radio link quality

D

Distance to the reference station in [m]

Solution Display of the ambiguity fixing status and the chosen dynamics of the GPS-Rover receiver.

 
The status of ambiguity fixing may be the following:
  
- fixed: PDGPS-solution with fixed ambiguities.
- float: PDGPS-solution with code and carrier-phase corrections.
- Code diff: DGPS-solution with code corrections.
- autonomous: autonomous position of the receiver.
- invalid: position calculation impossible.
 
The calculation of the ambiguities in the GPS receiver is influenced by the chosen dynamics. The dynamics describe the movement of the GPS antenna.
 
With the button >> the dynamics can be chosen from a list.
 
Possible settings for TPS are "static" and "walking". For Ashtech-receivers there are "quasistatic", "walkingr", "automobile" ,”aircraft” and "ship" additions.
 
The button <Sat> displays detailed information about the tracked GPS/GLONASS satellites.
 
The satellite overview displays the satellite number, the azimuth, the elevation and the signal/noise-ratio of the different satellites on the screen. For TPS-receivers the GPS satellites are marked with a 'G‘, GLONASS satellites with a 'N' in the first row. For Ashtech receivers you will see a flag ('-' or 'U' ). The satellites are marked with a 'U' if differential corrections exist for a satellite. Otherwise, a '-' is shown.
 
The button <Sky-Plot> shows the actual satellite geometry.
 
By pressing the <Info> button, a button strip is shown; if pressing these buttons further information from the GPS receiver are queried.
 
The following functions are supported:

<Dref> This function reads the coordinates of the Base receiver from the RTCM messages and saves it. These coordinates are used to calculate the distance from the Rover to the Base receiver (D).
<Radio>

The status of the received correction data is displayed.
 
Ashtech-receivers
:
RTCM-Age:       Age of the differential corrections in seconds.
RTCM-Quality:   Display of the radio-quality in percent.
Data:                   Flag to show the data:
                             '+‘ Data are okay       '-' No reception.
 
In addition, the satellites for which differential corrections are received are shown in the screen.
 
TPS-receivers:
 
Radio Link:        Display of the radio quality in percent.
RTCM-Age:       Age of the differential corrections in seconds.
RTCM-OK:        Number of correct received sets of differential corrections.
RTCM-corrupt:  Number of incorrect received sets of differential corrections.

<Stat> Statistics about the position calculation.
<Extra> Possibility to change the elevation mask and the environment type (forest or open sky). (Only for TPS  receivers)
<VRS>

Settings can be made here pertaining to the use of a virtual reference station. 
 
Ionospheric model:
Activate this module if the ionosphere is disturbed. The standard value for Sigma is 5. When VRS services are implemented, the date and time are shown in the field Time, the network status in the field Status, and receiver information in the field Mode.
 
Zero antenna:
Activate this module when a zero-centered antenna is used. The set of parameters required for the calculation is currently only available for the TPS (Topcon Positioning System) LegAnt antenna.
 
These settings are only available for TPS receivers at the moment.

<Vector>

The absolute coordinates of the Base are displayed in Cartesian coordinates as well as the Base-Rover vector.
 
By checking the checkbox Vector data recording, the correlations of the coordinates are also saved. The displayed distance D to the reference station is updated automatically. 
 
The vector data recording can be started with the aid of the Vector dialog. To this end, the corresponding checkbox should be checked. The Cartesian coordinate of the reference station is displayed in the Base fields, the vector between Base and Rover in the Rover fields.

<Power> Indication of the battery capacity. This function works only for the Ashtech Z-Surveyor with internal battery. The voltage and the capacity as well as the maximum and remaining battery time are shown.
<Contrast>

Indication of the Contrast Ratio Value.
 
The contrast value declares how reliable the fixing of the ambiguities is. Ashtech: Range from 0.00 up to 999.0. A value higher than 1.0 indicates that the ambiguities are fixed.

 
The button  >>  next to the field <Ant.Height> in the GPS-Measurements dialog opens the submenu for the Antenna height. Choose the manufactory and the antenna type. For each antenna type the individual antenna offsets are shown.
 
Enter the type of antenna height measurement:
 
- instrument height: measured from the marker to the bottom of the antenna at the base of the mounting threads,
-
slope: measured from the marker to the lower edge of the groove around the antenna at the seam between the top and bottom halves of the antenna casing.
 
In the field Measured enter your slope or vertical antenna height. The true vertical height will be calculated immediately and will be shown in the field Calc (TV). After exiting this window with the <OK> button, the true vertical height will be set as antenna height in the measurement window.
 
The true vertical antenna height in GART-2000® CE allows for different antenna offsets in case different antenna types are used on base and rover. In addition to the predefined antenna types in the list, you may enter your own antenna types. To do so enter a new name for your antenna and edit the values in the offset fields. The button <Save> stores the new entry.
  

   

 
With the <Reset>-key a reset of the RTK engine is done. The fixing of the ambiguities is restarted. If the ambiguities are fixed you see the status "fixed".
 
By pressing the <Save>- or the <OK>-button the current coordinates can be stored; therefore it is possible to average several measurements. The number of measurements to be averaged is defined in the Initial > Constants > GPS menu. The displayed standard deviations in the averaging window result from the averaging process of the measurements. To receive realistic values for the standard deviations the values will not decrease below the actual standard deviations from the GPS receiver.
 
The point number can be entered after the averaging process. GART-2000® CE suggests a new point number according to the interval entered in the submenu Initial > Constants > Point Numbers. Moreover the point type, the marker type and an optional comment are stored with the coordinate. In addition to that, for cadastral applications the precision of position (LG) and the reliability of position (LZ) as well as the precision of height (HG) and the reliability of height (HZ) can be changed.
 
The <X>-button closes the measurement menu.

 

 
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