Εδουάρδος Πολίτης
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Εδουάρδος Πολίτης's Associates

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Εδουάρδος Πολίτης's Discussions

x-tilt-sensor Total Station

Started this discussion. Last reply by Kevin D. Allen Nov 16. 6 Replies

Hi all,I have my total station is equipped with a x-tilt sensor. In some cases the zenith angles (vertical angles) change up and down. In some cases the x-tilt sensor shows that there is a tilt on…Read more →

Tags: angles, zenith, vertical, station, sensor

New android app Land survey tools

Started this discussion. Last reply by Εδουάρδος Πολίτης May 12, 2016. 5 Replies

link:https://play.google.com/store/apps/details?id=topoall.landsurveytoolsA surveying application for performing…Read more →

Tags: station, total

New app Gps Mapper

Started this discussion. Last reply by ⚡Survenator⌁ Mar 5, 2015. 1 Reply

The first user-friendly and professional application for windows phone devices that performs advanced Gps calculations and mapping. Intended for surveying engineers, civil engineers, architects as…Read more →

Tags: app, cartography, utm, phone, windows

New Unit Converter App

Started this discussion. Last reply by Jaybird Mar 3, 2015. 1 Reply

Just for windows phone a new user friendly App that makes unit conversions very easy, It contains the most important imperial and metric conversion factors for length, area, volume, angle,…Read more →

Tags: volume, weight, numerals, flow, angle

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Kevin D. Allen replied to Εδουάρδος Πολίτης's discussion x-tilt-sensor Total Station
"Take it back to the shop.  They may not have tightened a set screw or the like.  Also, if happened suddenly it could be the result of the instrument be struck or shocked.  Are you the only person that uses this instrument?  Any…"
Nov 16
Εδουάρδος Πολίτης replied to Εδουάρδος Πολίτης's discussion x-tilt-sensor Total Station
"Fairly recently, so i don't understand how it all of a sudden has that problem. I have been making some tests and noticed this. The average of face one and face two zenith angles with x-tilt on, gives basically the same value as face one zenith…"
Nov 16
PRANAM.A.TILAKAM replied to Εδουάρδος Πολίτης's discussion x-tilt-sensor Total Station
"Dear Sir,          The instrument just needs a regular service and calibration procedure to be done and if this does not solve then the compensator has to be checked. Regards, Pranam,"
Nov 15
Εδουάρδος Πολίτης's discussion was featured

x-tilt-sensor Total Station

Hi all,I have my total station is equipped with a x-tilt sensor. In some cases the zenith angles (vertical angles) change up and down. In some cases the x-tilt sensor shows that there is a tilt on the station not allowing the measurement to take place, . Trying to figure out what is going on, I turned offthe x-tilt and made some test measurements in one-two face positions, the differences were 3-4cc (in gradians 0,0003-0,0004).I activated the tilt-sensor and performed again some test…See More
Nov 15
Kevin D. Allen replied to Εδουάρδος Πολίτης's discussion x-tilt-sensor Total Station
"Hi, My first question is when was the last time this total station was calibrated in the shop?  It is quite that your x-tilt sensor is out of alignment with your main instrument level.  This would result in your x-tilt being right at its…"
Nov 15
William Symolon replied to Εδουάρδος Πολίτης's discussion x-tilt-sensor Total Station
"I’m not sure what type of total station you have. I have a Nikon dtm 420 that was out of adjustment and found a procedure to adjust out the error with a few key strokes. Check the web for your machine"
Nov 15
Scott Goebel replied to Εδουάρδος Πολίτης's discussion x-tilt-sensor Total Station
"It looks like the instrument is out of adjustment. Therefore I would not trust any measurements until the instrument has been adjusted."
Nov 15
Εδουάρδος Πολίτης posted a discussion

x-tilt-sensor Total Station

Hi all,I have my total station is equipped with a x-tilt sensor. In some cases the zenith angles (vertical angles) change up and down. In some cases the x-tilt sensor shows that there is a tilt on the station not allowing the measurement to take place, . Trying to figure out what is going on, I turned offthe x-tilt and made some test measurements in one-two face positions, the differences were 3-4cc (in gradians 0,0003-0,0004).I activated the tilt-sensor and performed again some test…See More
Nov 14
Joel van Cranenbroeck favorited Εδουάρδος Πολίτης's profile
Jan 29
Εδουάρδος Πολίτης replied to Nimal Jayamaha's discussion Low Cost RTK Receiver - EMLID REACH RS
"ok Dmitriy, that's good to know. Is it possible to know which gnss is used on the reach rs instead of the M8P?"
Dec 20, 2017
Εδουάρδος Πολίτης replied to Nimal Jayamaha's discussion Low Cost RTK Receiver - EMLID REACH RS
"Hi Dmitriy, The current specs of Reach RS mention 7mm rtk horizontal x2 vertical. Many dealers, if not all, mention 25mm horizontal accuracy for…"
Dec 20, 2017
Εδουάρδος Πολίτης replied to Nimal Jayamaha's discussion Low Cost RTK Receiver - EMLID REACH RS
"Hi guys, Has anybody actually been able to test this equipment seriously? (when I mean seriously I mean a team of professional surveyors or a university , and not a random guy). There is a bit of confusion on what kind of accuracy this system…"
Dec 19, 2017
Εδουάρδος Πολίτης replied to Εδουάρδος Πολίτης's discussion New android app Land survey tools
"Well next update will have that feature, Storage of points, and export as dxf file."
May 12, 2016
Εδουάρδος Πολίτης replied to Εδουάρδος Πολίτης's discussion New android app Land survey tools
"The app it self has the option of choosing the grid scale factor of the cartographic projection the user is using for his job, it wont be wise to predetermine that in the app, its better for the land survey to insert that value on his own."
May 12, 2016
CHARLIE B. AYCOCK, III replied to Εδουάρδος Πολίτης's discussion New android app Land survey tools
"How do they collect data? Dose it produce a ascii file? How do they coordinate tangent plane data with geodetic coordinates? That is not a problem in local areas involving short distances but it must be addressed over long distances to maintain any…"
May 11, 2016
Bob Krohn replied to Εδουάρδος Πολίτης's discussion New android app Land survey tools
"If it doesn't have storage of points by Pt# and calculations by Pt# then it's useless. If no ability to export coordinates then it's absolutely useless."
May 11, 2016

Profile Information

Surveyor Bio:
Have been studying and working as a survey engineer quite some time, and its my geatest passion.
Location for Member Map
Athens/Greece
Licenses Certifications or Awards
Surveying Engineer/Technological Institute Athens
NTUA/Rural And Surveying Engineering
I have experience with the following
topographic, boundary surveys, topographic surveys, control network surveys, Survey Office, Software Development
How many years have you been surveying?
10 years
Most comfortable with the following types of instrumentation
Total Stations, GPS, Surveying Software, Automatic Levels, Old school surveying, theodolite

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