Відео

Great informative video

AWESOME

Great video, well explained, and very professional.

Another great video!!

I have been planning to do exactly this... but not with the same nubigon

Thanks so much for featuring and evaluating our solutions! It is important to us to help standout laser scanning and scan-to-bim projects gain greater visibility.

Another great video!!

Great video, it seems like over half of my job is just visualizing data in different ways for my company to make better use of our spatial data. Equipment operators who use our data see things differently than the office engineers so creating visuals that suite both worlds can be challenging. I just found this channel and have now watched almost all of your video, very informative and helpful!

Hey! Just wanted to say a massive thank you for putting together this playlist. I've been really enjoying it! It's clear you put a lot of time and effort into these videos 🙌

Finally, some videos with some actual context and some useful information

So RS2 worth the money?

HI. Quick question. In CloudCompare, every time that I try to run the CSF Filter, my system gets hung up and the program does not respond. I have tried using small point clouds to see if the issue was file size, but get the same result. I use the settings you recommend in this video, just so you know. Is this a bug? Any thoughts on how to fix?

Thanks for sharing these experiences

In Poland, I saw surveyors scanning a building with 5 scanners at the same time. Does this affect the accuracy of the measurements?

I appreciate that you are using the Focus 35. I also have one as well as a Focus 50. Could you please let me know what software you are using on the data collector? It does not appear to be Survey Pro, and I was under the impression that it was the only software compatible with Spectra.

I have to say after I saw this video I bought two of them I used it today To set out a lot of grid lines And it was so satisfying and quick Thanks man Keep posting your stuff They are great.. 💪🏽💪🏽🙌🏽🙌🏽❤️

Does Cyclone Register Plus have a manual marker registration/alignment feature? Recently I've had a project where I had to register multiple point clouds of a building. Unfortunately the team that did the scanning did so with very little overlap and auto processing didn't find any correlation between the scans. I mostly deal with photogrammetry software, Cloud compare or Meshlab and imo the alignment procedure within Cyclone seemed really primitive (manually moving two point clouds?!). I've scoured through all the buttons and the only marker related thing was marker detection, but the scans of course had no physical markers during scanning. And even after manually aligning there didn't seem to be any option to perform ICP, because of that moving the point cloud again by a pixel in one way or another would result in either 5% strength or 80% 😂 Is it really this cumbersome?

✅✅✅✅✅✅✅

As a college student in land surveying your channel has been my discovery of the year. Thank you.

What is your name? Thanks for sharing your experience! Im a surveyor from brazil and i don't have a laser scanner yet, but when i see the equipment in action i can create this future reality in my mind with my 3rd eye haha 😂 ... Thanks

Your videos and teaching methods are fantastic and I have learned so much thanks to you!

Another great video on this subject is from Adam Westfall. He talks about how accuracy is affected by the different resolutions ua-cam.com/video/LOQZZTDbdiY/v-deo.htmlsi=puZ7dqmuHJzNi0r5

Thanks for this video !!! A question from a Italian laserscanner user, what is the software that you use for the point cloud ?!? (Not talking about Leica and cc) Thanks!!!

Another great video on an important subject!

What was that orange spacer under the tip of your tripod foot? I have been thinking about using a washer so the feet dont sink in new asphalt. It looks like you were using a ground flat cap for the same purpose? I'm a junior crew chief about 3 years in trying to learn online because the company I'm with doesn't train much and I would like to be a better surveyor as I'm not very confident in my abilities and I get stressed out on jobs where I don't feel confident in my knowledge. I like the way you explain. I know if I keep watching these videos, i will learn. I may have to watch several times

What tripod make and model do you recommend?

I think the big difference between slam systems and tripod based data collection is unstructured vs structured data point clouds. Fantastic video.

tqs for yr hardwork man.. yr comparable is good enough to guide. vertical no gcp with 30cm error is acceptable in volume calculation. yes its is has an increase but still can be use.

Wait until this guy gets a laser tracker 🎉 love the videos man slowly working my way through haha

amazing videos, just wondering what the price for the vz600i ? i see you can attach miroless camera on top i guess for texture the points clouds, have you tried this features?

Your videos are so awesome and very helpful! Thank you for all of them.

How much readings do you make per observation for gcps?

Always delivering pleasant, honest and invaluably informative videos. How about making the same video for comparing stationary laser scanners

Extremely thorough and knowledgeable. I appreciate the video and look forward to the next.

Excellent, thank you

Why does your RMSE formula use N-1? I see the formula being written as just N as well.

Why did you use the Regal over the RTC for this project?

That is such a cool tip about pole calibration when it is placed under a total station, also thank you for this additional gear review

Hi mate, I'm curious to know, what would you say about data v600i vs RTC? Surely you have done some comparison.

What do TH CC and TH ND stand for in your point descriptions? Thanks for the great videos!

Great video, I'm an N4CE user. Would be nice to see some videos showing how you process the data.

Your video has an impact, I was looking at the RS150M today and see it comes with a bubble level now.

How did you go about tying the check targets on the 2nd or 3rd floor of the building? Wouldn't the angle be too far from perpendicular to get an accurate reflectorless measurement if the TS was on the ground?

Trimble SX12 would be really interesting because it’s both a Total Station & Scanner. You can use resection to setup instrument & then run your scan.

Hello Sir, I really enjoyed your video and the valuable tips you shared on RTK surveying-your content is always insightful for the community! As someone passionate about advancing RTK technology, I thought you might be interested in our latest laser RTK solution. It combines high-precision GNSS with cutting-edge laser measurement capabilities, making it perfect for measuring untouchable points and working in challenging environments. If you're curious, I’d love to send you more details or even arrange for you to test it. I think your expertise and feedback would be invaluable! Feel free to reach out-I’m excited to see what you think!

Had the use of a Trimble X12 last week. Great bit of kit.

Did you try dark grey or black paint? I find they are the best.

I am thinking about using a DeWalt surveyor's tripod, such as shown in the video, for mounting a portable high frequency antenna. I would need to fabricate a mount to fit on the top flat circular part of the tripod. I live out in the boonies and don't have anywhere around where I can go put my hands on a surveyor's tripod - do you know the diameter of the top flat circular part of the tripod (where surveyor tools mount) as well as the diameter of the hole in that top of the tripod? Thanks much!

Thanks again Shea to make great quality video (content and practical information on it) Time ago I found certain data on ResearchGate related to the targets and so on that may be interesting

I would like to get in touch with you. I have worked 10 years for Leica Support Sweden. I have some info to share with you regarding Leica ATR and calibration that you might find useful. Also about tripods and wind etc. I have a calibration routine if you want to go the extra distance. How can I find you