International Land Surveyors Week 2018 Info

Peter Csörgits
  • Budapest
  • Hungary
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cut fill favorited Peter Csörgits's profile
Apr 5, 2017
Peter Csörgits replied to cut fill's discussion Static Survey in Ethiopia...Geoid mode?
"You need reference (base) GPS data from a known point. If there is no control points with known coordinates, you can try to use either the NGS's OPUS service or the Australian AusPos. In this case you need to collect enough raw data on the…"
Apr 3, 2017
Peter Csörgits replied to Quentin Albertyn's discussion Merge Multiple RINEX files together
"If there is no time gap between the two (or more) RINEX files, you can merge them manually, but there are useful tools to do it. If you do it manually, you need to take care to the header, and you have to edit manually the "Time of last…"
Apr 3, 2017
Peter Csörgits replied to Hank Philoss Chams's discussion New ground control point
"Hi Philos, I've asked the type of your GPS because the answer DGPS is not detailed enough. Depending on the equipment, the DGPS message type, the distance from the DGPS base the accuracy can be 10 cm or 1 meter as well. Some of the DGPS capable…"
Mar 19, 2017
Peter Csörgits is on spot light
Mar 2, 2017
Peter Csörgits replied to Christian Vella's discussion BEST METHOD FOR HIGH RISE CONSTRUCTION - GPS?
"RTK GPS is not accurate enough. Vertical laser is not accurate enough also. There are special optical plummets (zenith/nadir) used in mines, but if you have not used those method before it will be better to choose the total station. Use a very…"
Mar 2, 2017
Peter Csörgits replied to Yahiaoui's discussion Environmental issues of OKN-32
"Riegl has a drone solution equipped with ultra lightweight LIDAR (RiCopter and VUX-Sys). RiCopter can fly for 20-30 minutes with 20-30 km/h speed, which means about 10 km, it must be enough. The only problem is the price. The whole system is more…"
Mar 2, 2017
Peter Csörgits replied to Hank Philoss Chams's discussion New ground control point
"Hi Philos, First question is about your equipment. Is it a DGPS or an RTK? DGPS is about one meter, half meter accurate, or if you have a better instrument, you may achieve 20 cm. What is the exact type of your GNSS receiver? If you have RTK (survey…"
Mar 2, 2017

Welcome to the Surveying CommunityThis marks the beginning of a surveying legacy for our new Land Surveyors United member, Peter Csörgits. Welcome Peter Csörgits Your legacy in surveying will forever be remembered starting here. If it weren't for this member, we may have never known surveying culture in their corner of earth.

Oct 27, 2016

Profile Information

I am here because I am a.
Surveyor Bio:
1. Graduated at Technical University of Budapest as Surveyor and Civil Engineer in 1991.
2. Post-gradual training of the Hungarian Academy of Science at the Satellite Geodetic Observatory of the Instutute of Surveying, Mapping and Remote Sensing of Hungary
3. Working as surveyor for 6 years in small companies
4. Senior Sales Manager for 4 years at a Trimble Reseller in Hungary
5. Chief Engineer for 4 years at a Mine and Land Surveying company (with 90 employees)
6. Chief Engineer since 2007 at a GIS and Surveying company (with 300+ employees)
Geodézia Zrt.
Location for Member Map
Budapest, Hungary
Licenses Certifications or Awards
1. Msc. - Civil engineer, surveyor since 1991
2. Licensed as Chartered Expert of Geodesy and Surveying of the Hungarian Chamber of Engineers
3. Licensed as Chartered Designer of Geodesy and Surveying of the Hungarian Chamber of Engineers
4. Chartered member of the Hungarian Chamber of Engineers
5. Licenced surveyor for Cadastral mapping
I have experience with the following
GPS, cadastral, topographic, construction staking, topographic surveys, control network surveys, ground movement monitoring, GIS, Survey Office, Equipment Sales, UAS/UAV Drone Technology, GPR
How many years have you been surveying?
Most comfortable with the following types of instrumentation
Total Stations, GPS, Surveying Software, Automatic Levels, 3D scanners, GNSS, Lidar, UAS/UAV Drone Technology

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