Thoughts

• Land Surveyor

  Miguel Cuzquen Rioja February 28, 2021 at 1:10pm

  Hi dear Colleges, I wander if you could help me out. It might be silly, but it has not been using Leica Total Stations for a while. Anyhow I got a Leica TS06 plus 5" and I did a simple Survey using a relative XYZ coordinates as a Station and a Hz=0 as angle as orientation setup then began to survey. During the process there were some mistakes due miscommunication with my rodmen such as changing of prism height or codes entries y which I took note on my field book.

  Once the job was done, I downloaded the data in csv format, however I noticed so far, that all I am getting is coordinates as a result. And I asked myself if a way to download all the granular data (hi, hp, angles hz vrt, sd, hd, etc) so that I can make some edits from my field book.

  I used to do this kind of simple surveys long ago using Topcon ET and TopLink for download which allowed me to edit and reduce angular measures.

  Could you please advice?

  I would be grateful for your insights.

   

   

   
• Not a Surveyor

  khan Hussain November 18, 2020 at 1:21am

  Hi all,

  I can convert your .lgs scan file to BIM model in Revit. if you are interested then contact me on my below email address.

  Email:[email protected]
• 

  hamed ahmed ali abo-seif August 30, 2019 at 5:26pm

  hi guys 

  i search for 

  Leica Infinity software to download  any one can send it to me 
• Land Surveyor

  Beni_panda May 13, 2019 at 6:06am

   Hi mates,

  Does anyone has the format report names lift slew report.frt like the video as the link below and the attached picture.

  https://www.youtube.com/watch?v=8SIEZhU2Ub4

  

  Thank you so much!

  Beni
• 

  Jovito Cuenca April 29, 2019 at 12:30am

  I have issues in Leica ts11 the stakeout app has been currupted, What to do? Please help.

   
• Land Surveyor

  Gombodorj Mainbold September 19, 2018 at 1:18am

  I have  old Wild instrument TC1010.  replaced a memory card battery. After that on GIF10 card reader information rec access bad header. Please Help me!
• Land Surveyor

  Ravi Shankar July 17, 2018 at 9:24pm

  Hi Leica Support Team

   I need your advice on the "one step transformation" process for creating ground coordinates from grid coordinates

  Our project area is a 260 km long proposed railway line corridor. The proposed railway corridor needs to be designed after doing the detailed topographical survey

  The first step followed is : Established 85 pairs of control points (say GPS1 to GPS 85) along the corridor using DGPS.

  Second step: Convert the control point LLH (Lat,Lon,Ht) to grid coordinates (XYZ) based on UTM projection system

  Third step: Convert grid coordinates to Local coordinates using one step transformation with the method - One point localization. Here the localization base is one of the GPS stations (say GPS 83). During one point localization the ground coordinates (i.e Position & Height (P&H)) of all control points are derived w.r.t GPS 83 . Here the paramters for one point localization such as Flase easting,False Northing etc are set using UTM easting and northing of GPS83.

  My question :

  1. For a linear project of 260 km long, is it a right approach to create ground coordinates of all DGPS control points w.r.t to GPS 83 (which is at one end of the corridor) 

  2. Second question is, should multiple DGPS control points (use their UTM grid coordinates) be used for localization which may be spread out in the 260km long corridor

  3. What are the advantages of using one point localization and what are its disadvantages (considering the fact that we need to re convert the ground coordinates back to true UTM coordinates). 

  The proposed alignment is designed on ground coordinates, and the design team is creating railway corridor centerline, right and left corridor points based on ground coordinates.

  KML when created using ground coordinates (assuming they are UTM) cannot be used for visualization in google earth since they don't fall at the right location.

  The final location survey : Where the corridor pillars are pegged on the ground using Total station are w.r.t to ground coordinates.

  The problem here is : the land mapping is done using UTM coordinates (geo-referencing of cadastral maps is done using DGPS coordinates / UTM coordinates), and we need a solution for the problem so that land acquisition proposed using the cadastral maps matches the final location survey.

  Kindly advise

  Thanks,

  Ravi
• Land Surveyor

  Supawatt kan May 4, 2018 at 10:37pm

   Laica TCR 1103+ not shoot on none reflector mode

  On reflecor mode all ok. How to fix this problem..

              Best Regrads,

               Kan pinyo

   
• 

  Billy Brooks February 25, 2018 at 10:36pm

  Hi Paul,

  I Have a manual, but it is in Portugués. First I though it was Spanish. it was only printed one year ago. you could translate it.

  I know that might be to much, I will try to find one in English.Manual%20da%20%20Esta%C3%A7%C3%A3o%20Total%20Leica%20TC407.pdf
• 

  Paul Quagge February 25, 2018 at 9:28pm

  Hello Fellow Surveyors,

  I recently purchased a TC407 Total Station. Could someone please tell where I might find a users manual? If anyone can tell me any work arounds for uploading and downloading, what data collector is needed, any work arounds for data collectors, anything about using the instrument would be helpful and appreciated!

  Thank You,
  Paul