This Channel is to provide tips and trick for customers of Trimble to maximize their productivity and increase their profits We are also leading service providers for 3D Laser Scanning, with both mobile and Terrestrial scanners We have large basket of products to choose for your construction Machinery automation and machine control We offer value added training to individual who wants to enhance their technical capabilities for career advancement
Thank you! how do you set in QGIS the x and y values in order to have automatically the coordinates from catalyst da2? I saw in your video (min. 19:34 ) that on the X_coord and Y_coord colums the fields are already filled in...is there a way to achieve that? thanks!!
@@4dservice did you ever find a tutorial for this? I have been trying to generate those columns including one for elevation but cannot seem to get it to work
Many thanks for the video. Can you please explain how to create the necessary GNSS fields for the ‘Digitizing logs layer’. ArcGIS Pro has a tool for adding the GNSS fields for Arc Collector for example, but how does one configure the layer in QGIS? Thank you.
Hello Mr. Pitchai, thank you for this well done video. I have done it step by step like you did and it works very well. Comparing the height from trimble mobile manager and the height appearing in qfield i saw that qfield takes the elipsoidal height insteat of the MSL orthometric height. Is there a possibility to change this? thank you and greeting from italy
Thank you for this video Mr. Pitchai! I have a question, about the height. With the GNSS you get ellipsoidal height but the geoid has to be applied in order to get the MSL. My question is where in Qfield can you apply the geoid?
Hello. Good tutorials here great! i have a question how would you handle a situation where you are undertaking static surveys in an areas where reference stations(known UTM) stations exist in two zones and form part of your control network. some help in data processing in tbc.thanks
Thanks.gor the video. Just one clarification.i have made static observations and intend to use existing cors station to process the data.i have also included an existing national UTM reference station in the observation network.the reference station is in zone 36s while all the other static observations and the cors stations are in zone 37S. In the processing workflow how how I manage the projections and at what stage to I perform the site calibration apply the geod.thanks
Hello, I have a problem when using trimble DL as controller in static survey. The trimble DL was connected to receiver and able to record static data, but when I open the file manager, it was empty. Do you have any suggestion for my case ?
Has the scanner height been measured? I assume these known points in the control file are on the ground? Do you need to set ststion height to the control file?
