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Stockpile Volume

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(@toddrdoic)
Posts: 6
Active Member Registered
 

Full warning im actual a re-seller of the product but i have been doing testing. Comparing LIDAR,RTK and scanning data compare to a standard eBee.
it is hard to compare RTK because of the the different variables(mostly human) but what i have found is when comparing to a data set that actually looks like the operator did a decent job shooting the pile is within 1% difference. Lidar was under 0.5% tolerance but it was a terrestrial scanner so only line of site the pile they used it on had a couple of anomalies on the top of the pile that didn't show up in the point cloud.I will soon be doing a comparison demo with Aerial LiDAR but do not have any data yet.
The app that uses photogrammetry is line of site so for taller piles that may have hidden ridges i would not use it.
To answer the OP original question if you use a UAV like the eBee and process in Pix4D for every volume you obtain the software will automatically calculate a +/- error for the associated pile this may be something worth looking into.

 
Posted : 30/10/2015 11:17 am
(@imaudigger)
Posts: 2958
Famed Member Registered
 

Would love to see some video's uploaded that show what your doing with the eBee/Pix4D.

Fascinating stuff. I think this is something that quite a few surveyors could branch out to.
The more they are exposed to the technology, the sooner they will move that direction.

 
Posted : 30/10/2015 1:26 pm
(@onsiteranger)
Posts: 33
Trusted Member Registered
 

This image shows one of the problems we encounter when reporting volumes.
The grader/trucking company ALWAYS disagrees with your numbers.

Don't know who to credit for the image but it may have come from this forum.

Attached files

 
Posted : 04/11/2015 11:17 am
(@cliff-mugnier)
Posts: 1223
Noble Member Registered
 

I researched this back in the early 1970's. The published research in Photogrammetric Engineering journal shows the industry standard of accuracy at 2% of actual volume when flown at 1500 feet above ground level and contoured at a one-foot contour interval. I would expect equivalent accuracy with UAV flights if the volume determination is performed by an experienced photogrammetrist (manually working) in stereo.

Using just software and "automatic correlation" to produce a resultant work product? Beats me what you get. I would prefer to trust human judgement than a purely mechanical process; especially if you're going to stake your reputation on the result.

 
Posted : 05/11/2015 9:00 am
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