Surveying Stockpiles and Sites Under Snow

What snow cover does to a drone survey in Alberta: why fresh snow starves photogrammetry of the texture it needs, why a snow-covered pile measures larger than the material in it, and how to schedule and scope a winter volume or topographic survey so the number still holds up.

Published 2026-09-14 · UAV Imaging Inc.

Key takeaways

Year-end inventory in Alberta lands in the middle of winter, which means a lot of stockpile counts and site surveys get flown over snow. The flying part is routine — cold-weather drone operations are a solved problem with a defined envelope. The measuring part is not, and it is where winter surveys quietly go wrong.

The problem is easy to state. A volume is the difference between two surfaces: the top of the material and the base it sits on. Snow interferes with both of them, and it does not interfere evenly.

Why snow breaks photogrammetry

Drone photogrammetry works by finding the same physical point in several overlapping photos and triangulating where it must be. That requires the point to be visually distinguishable from its neighbours. Gravel, soil, rock and vegetation are covered in distinguishable points. Fresh, wind-smoothed snow is not — it is a large area of near-identical white, and the matching step has nothing to lock onto.

The failure mode matters more than the fact of it. You do not get an obviously blank result that screams for attention. You get a surface with holes in it where matching failed outright, gently warped patches where it matched the wrong points, and noise that the software smooths into something that looks like a perfectly reasonable pile. It is a confident-looking model built on very little evidence, and nothing in the deliverable announces that.

Two secondary effects compound it. Snow is bright enough to push a camera into clipping, and a blown-out highlight carries no detail at all no matter how the model is processed. And flat overcast light over snow removes the shadows that give the remaining micro-relief what little contrast it had, which is the opposite of the intuition that soft light is always kinder.

What helps: capture with deliberate underexposure so the snow holds detail rather than clipping; fly when a low sun angle is raking across the surface and casting relief; and prefer a pile that has been worked recently, because a freshly cut face of exposed material is full of the texture the process needs.

Where LiDAR is different, and where it is not

LiDAR does not care about visual texture. It emits its own pulses and measures their return, so a uniform white surface is no harder for it than a gravel one. That removes the matching problem entirely, and it is the main reason winter capture over snow is a legitimate use case for LiDAR rather than photogrammetry.

What LiDAR does not do is see through the snow. The return comes off the snow surface, so you still measure a snow-covered pile rather than the material inside it. Wet, dense snow also absorbs more of the pulse than dry snow does, which affects return quality. LiDAR solves the measurement problem in winter; it does not solve the snow volume problem, and those are separate.

The pile measures bigger than the material

A snow-covered pile has a coat on. The measured top surface is the top of the snow, so the computed volume includes the snow as though it were product.

The instinct is to subtract an average snow depth. That fails because snow does not distribute evenly on a stockpile — it is the one place it distributes least evenly. Wind scours the crest and the windward face and drifts deep against the lee face and the toe. On an active pile, the worked face may be nearly bare while the untouched end carries a season's accumulation. A single average depth applied across that geometry moves material from one part of the calculation to another rather than removing it.

It also compounds between flights. Compare a January capture to a November one and the change you report includes the change in snow cover, which is a weather signal, not an inventory signal.

The base surface is the bigger problem

Volumes are computed against a defined base surface — the ground the pile sits on. In winter that ground is under snow too, and drifted, so a base surface derived from a winter flight is not the pad. It is the snow around the pile, which in a yard that gets ploughed is not even a natural snow surface — it is windrowed banks where equipment pushed it.

Now the error works in both directions at once: snow on top adds material, snow on the pad raises the floor and removes it. The two do not cancel in any controlled way, and there is no defensible way to reason about the residual.

This is why the single strongest winter practice is not a correction factor. It is to stop asking the winter flight to find the ground.

What to do instead

Sites, not just stockpiles

The same logic applies to topographic capture, and the consequences are often worse because the deliverable feeds a design.

A winter surface model is a model of the snow. On open, level ground with thin, even cover the difference may be tolerable for a rough planning surface. On anything with relief, ditches, cut slopes or vegetation it is not — drifting fills the low ground preferentially, so ditches and swales measure shallower than they are, and that is precisely the geometry a drainage or earthworks design depends on.

For design-grade terrain, the honest answers are to wait for bare ground, to take critical points by conventional ground survey and use the aerial capture for context, or to accept the surface explicitly as a snow surface and label it that way in the deliverable. What should not happen is a winter surface quietly entering a design model as though it were ground.

Progress documentation, asset condition, inspection and imagery work all carry on through winter unchanged. It is measurement against a ground surface that needs the extra thought.

Put it in the scope

Almost every winter dispute we see is the result of something that was never written down. Before a winter measurement flight, settle in writing: whether the base surface comes from this flight or a stored snow-free capture, whether any snow allowance is being applied and on what basis, what the comparison capture is, and what the accuracy statement is being made against. Our drone survey RFP guide covers the rest of the clause list, and ground control points matter more in winter than in summer, because targets need to stay visible and findable on snow.

Winter does not stop the work. It changes what the flight can honestly claim to have measured, and the job is to make that claim precise rather than optimistic.

Frequently Asked Questions

Can you measure a stockpile that is covered in snow?
Yes, with a stated caveat. The flight measures the top of the snow, so the computed volume includes the snow as though it were product. The reliable way to handle it is to difference the winter top surface against a base surface captured before snow arrived, and to state the snow condition in the deliverable. Applying an average snow depth as a correction is not reliable, because snow drifts against the lee face and toe and scours off the crest — an average moves material around the calculation rather than removing it.
Why does snow cause problems for drone photogrammetry?
Photogrammetry identifies the same physical point across overlapping photos and triangulates it, which needs the point to look different from its neighbours. Fresh, wind-smoothed snow is a large area of near-identical white with almost nothing to match on. The result is holes where matching failed, warped patches where it matched wrongly, and smoothed noise that looks like a plausible surface. The model does not announce that it was built on very little evidence, which is what makes it dangerous.
Is LiDAR better than photogrammetry for winter surveys?
For the measurement step, yes. LiDAR emits its own pulses and does not depend on visual texture, so uniform snow is no harder for it than gravel. It does not see through snow, though — the return comes off the snow surface, so the snow-thickness question remains. Dense wet snow also absorbs more of the pulse than dry snow. LiDAR removes the texture problem; it does not remove the snow-volume problem.
Should we schedule our year-end stockpile count before the snow?
If the number has to be defensible for financial reporting, contract payment or an audit, yes. A late-autumn flight over bare material gives a clean top surface and a clean base surface in one capture. Winter flights are still useful for operational tracking, and they become much stronger once a snow-free base surface from autumn is on file to difference against.
Can a drone produce design topography over snow-covered ground?
It produces a model of the snow surface, not the ground. On open, level ground with thin, even cover that may be acceptable for a rough planning surface. Where there is relief, drifting fills low ground preferentially, so ditches and swales measure shallower than they are — which is exactly the geometry a drainage or earthworks design relies on. For design-grade terrain, wait for bare ground, take the critical points by conventional ground survey, or label the deliverable explicitly as a snow surface.
Does cold weather itself stop the flight?
Cold is a planning constraint with a defined envelope rather than a stop. Battery performance, preheat and a lower temperature limit are all managed as routine, and our winter drone operations post sets out how. Snow is the harder problem, because it affects what the data means rather than whether the aircraft can fly.
Book a commercial drone flightMapping, inspection, multispectral and thermal across Alberta.Request a quote →or call 587-532-9000