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GPSTOOLS TUTORIAL 
2nd Chapter: 
Analytical and Download Observation Point Coordinates by 2 
Static PPP (Precise Point Positioning) 
1. ZULFIKAR ADLAN NADZIR 3511100027 
2. AKHMAD ARISANDY 3512100026 
3. ELIYA NUR FADILA 3512100040 
4. YUGIE NANDA PRANATA 3512100067 
5. UMROH DIAN S. 3512100071 
6. MUSDIYANA THALIF 3512100104 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
In this Example, we will analyze the position using PPP Method and 
below is the main analysis condition. 
a. Observation points object at IGS (International GNNS Service) 
BAKO (Cibinong) 
b. Date 2014/1/1 0:00-10/1 23:55 GPST (GPS Time). 
c. Time interval 24 H; 300 sec. 
d. Satellite orbit/ clock/ ERP (Earth Rotation Parameters): IGS Final. 
e. Tropospheric delay: ZTD / Gradient estimation + NMF. 
f. Lowest elevation : 10 degrees. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
So following this section: 
1. Press “Estimate” button on the Main Menu. The “Observation data Edit/ Parameter 
estimator ” window will appears (referred to as parameter estimation screen below) 
constant/ execution screen (Figure 2-1) 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
After that, do the following: 
2. Set PPP parameter for sample analysis: Click file and Run the "Load Setting .." menu. In 
the “file” selection dialog choose prm_ppp_300s_static.mat file. 
3. Press the "Open" button to select the file. Static PPP for sample analysis parameters 
4. It will be loaded automatically. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
Then: 
5. Enter the observation point to be used for the analysis on receiver list on parameter 
estimation screen “Receivers”. This time, we are using “BAKO” 
6. Then you can make setting for output data directory on clean observation data of 
parameter estimation screen. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
7. Set the Raw Observation Data, Navigation Messages, Satellite Ephemeris, 
Satellite/Receiver Clock and Earth Rotation Parameters using “Data Directories/Files” 
Button. 
8. After that, Try to Edit the Data first using 
following parameters: 
Exec Obs Data Editor : ON 
Exec Parameter Estimator: ON 
Raw Observation Data : RINEX 
Navigation Messages : Combined 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
9. For the RINEX Observation Data and Navigation Messages Name Format, it should 
comply the table below: 
10. Run the Process by Pressing “Execute” Button. The progress will displayed, and if the 
“Completed” Status is displayed, then your process was finished properly. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
9. Press “Log” button after the Analysis is Complete, to see the statistics and analysis of 
Cycle Slip, Cycle Statistics, or Outliers of the observations. 
10. Press “Plot” then pick “Observation Data” to plotting the edited Observations Data 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
11. We can do Individual Plotting of Every Observation Data by Double Clicking the Plot, 
to checking Cycle Slip, Start Time and End Time of Observations 
12. Check the Observation Data Editing if you want to change another parameters or you 
want to check what parameters to be changed. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
11. Observation Data Editing is completed successfully, then you can do parameter 
estimation using “Est/Fixed Parameters” button 
In the Window, you can choose the 
parameters like this: 
Satellite: ALL Receiver: ALL 
Orbit: IGS Final Position: <estimated> 
Clock: IGS Final Clock: <estimated> 
SRP Param: (Blank) Tropos ZTD: <estimated> 
ERP: IGS Final Phase Bias: (Blank) 
Geocent (Blank) 
Then, press OK 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
13. Execute the Process using Parameter below: 
Exec Obs Data Editor: OFF 
Exec Parameter Estimator: 2pass (FB) 
Estimation Strategy : ZD/PPP 
Receiver Clock Model : White Noise 
Receiver Position Model : Static 
14. After the Process is Completed, press “Log” to show the Log Anaylsis about the 
process and make sure that no error are displayed. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
15. We can display the Observation Data in Receiver Position Display using Menu Plot, 
then choose Receiver Positions, and choose the data you want to show and process. 
16. Check the Observation Data Editing if you want to change another parameters or you 
want to check what parameters to be changed. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
17. If you want to Plot the Observation Data in Map View, use Menu “Plot” then choose 
“Horizontal Error Map” or “Vertical Error Map” if you want to show the Vertical Error 
18. Then, you can save the coordinates output using “Data” menu, then choose “Output”. 
This options enables you to save the coordinates into CSV Files. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Analysis of the observation point coordinates by static PPP (Precise 
Point Positioning) Method 
19. We can plot the ZTD (Tropospheric Parameters) using Plot Menu, then choose the 
Troposphere Parameters. 
20. Then, we can show the Clock Bias in every Satellites or every Receiver. 
GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING 
FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 
2014
Questions?

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Gps tools chapter 2

  • 1. GPSTOOLS TUTORIAL 2nd Chapter: Analytical and Download Observation Point Coordinates by 2 Static PPP (Precise Point Positioning) 1. ZULFIKAR ADLAN NADZIR 3511100027 2. AKHMAD ARISANDY 3512100026 3. ELIYA NUR FADILA 3512100040 4. YUGIE NANDA PRANATA 3512100067 5. UMROH DIAN S. 3512100071 6. MUSDIYANA THALIF 3512100104 GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 2. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method In this Example, we will analyze the position using PPP Method and below is the main analysis condition. a. Observation points object at IGS (International GNNS Service) BAKO (Cibinong) b. Date 2014/1/1 0:00-10/1 23:55 GPST (GPS Time). c. Time interval 24 H; 300 sec. d. Satellite orbit/ clock/ ERP (Earth Rotation Parameters): IGS Final. e. Tropospheric delay: ZTD / Gradient estimation + NMF. f. Lowest elevation : 10 degrees. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 3. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method So following this section: 1. Press “Estimate” button on the Main Menu. The “Observation data Edit/ Parameter estimator ” window will appears (referred to as parameter estimation screen below) constant/ execution screen (Figure 2-1) GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 4. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method After that, do the following: 2. Set PPP parameter for sample analysis: Click file and Run the "Load Setting .." menu. In the “file” selection dialog choose prm_ppp_300s_static.mat file. 3. Press the "Open" button to select the file. Static PPP for sample analysis parameters 4. It will be loaded automatically. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 5. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method Then: 5. Enter the observation point to be used for the analysis on receiver list on parameter estimation screen “Receivers”. This time, we are using “BAKO” 6. Then you can make setting for output data directory on clean observation data of parameter estimation screen. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 6. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 7. Set the Raw Observation Data, Navigation Messages, Satellite Ephemeris, Satellite/Receiver Clock and Earth Rotation Parameters using “Data Directories/Files” Button. 8. After that, Try to Edit the Data first using following parameters: Exec Obs Data Editor : ON Exec Parameter Estimator: ON Raw Observation Data : RINEX Navigation Messages : Combined GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 7. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 9. For the RINEX Observation Data and Navigation Messages Name Format, it should comply the table below: 10. Run the Process by Pressing “Execute” Button. The progress will displayed, and if the “Completed” Status is displayed, then your process was finished properly. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 8. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 9. Press “Log” button after the Analysis is Complete, to see the statistics and analysis of Cycle Slip, Cycle Statistics, or Outliers of the observations. 10. Press “Plot” then pick “Observation Data” to plotting the edited Observations Data GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 9. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 11. We can do Individual Plotting of Every Observation Data by Double Clicking the Plot, to checking Cycle Slip, Start Time and End Time of Observations 12. Check the Observation Data Editing if you want to change another parameters or you want to check what parameters to be changed. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 10. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 11. Observation Data Editing is completed successfully, then you can do parameter estimation using “Est/Fixed Parameters” button In the Window, you can choose the parameters like this: Satellite: ALL Receiver: ALL Orbit: IGS Final Position: <estimated> Clock: IGS Final Clock: <estimated> SRP Param: (Blank) Tropos ZTD: <estimated> ERP: IGS Final Phase Bias: (Blank) Geocent (Blank) Then, press OK GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 11. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 13. Execute the Process using Parameter below: Exec Obs Data Editor: OFF Exec Parameter Estimator: 2pass (FB) Estimation Strategy : ZD/PPP Receiver Clock Model : White Noise Receiver Position Model : Static 14. After the Process is Completed, press “Log” to show the Log Anaylsis about the process and make sure that no error are displayed. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 12. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 13. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 15. We can display the Observation Data in Receiver Position Display using Menu Plot, then choose Receiver Positions, and choose the data you want to show and process. 16. Check the Observation Data Editing if you want to change another parameters or you want to check what parameters to be changed. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 14. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 17. If you want to Plot the Observation Data in Map View, use Menu “Plot” then choose “Horizontal Error Map” or “Vertical Error Map” if you want to show the Vertical Error 18. Then, you can save the coordinates output using “Data” menu, then choose “Output”. This options enables you to save the coordinates into CSV Files. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014
  • 15. Analysis of the observation point coordinates by static PPP (Precise Point Positioning) Method 19. We can plot the ZTD (Tropospheric Parameters) using Plot Menu, then choose the Troposphere Parameters. 20. Then, we can show the Clock Bias in every Satellites or every Receiver. GEOMATICS ENGINEERING DEPARTMENT – CIVIL AND PLANNING FACULTY of INSTITUTE TECHNOLOGY SEPULUH NOPEMBER SURABAYA 2014