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LiDAR Surveys — aerial survey capture

Service 02

Drone LiDAR surveys that measure the ground beneath the trees

Survey-grade drone LiDAR across the UK: classified point clouds and bare-earth terrain models for sites where cameras cannot see the ground.

Vertical accuracy
±30–50 mmRMSE on hard surfaces, checked against independent checkpoints
Point rate
Up to 1.2M pts/sZenmuse L2 with multiple returns
Returns per pulse
Up to 5Multi-return penetration through canopy gaps
Point density
150–400 pts/m²Typical combined density at 60–100 m above ground

01Overview

Classified LiDAR point clouds and bare-earth terrain models for wooded, vegetated and linear sites, captured by drone and checked against ground truth.

Cameras only measure what they can see. On a wooded embankment, an overgrown brownfield site or a tree-lined river corridor, photogrammetry models the canopy, not the ground beneath it. A drone LiDAR survey gets round this by firing hundreds of thousands of laser pulses every second and recording several returns from each. The first return usually comes from the treetops. The last often comes from the ground.

Our drone LiDAR surveys use the DJI Zenmuse L2 on a Matrice 350 RTK. The L2 emits up to 240,000 pulses per second and records up to five returns from each, giving as many as 1.2 million measured points per second, with an integrated IMU and a 20 MP camera to colourise the cloud. We post-process trajectories against our own GNSS base or OS Net data and adjust overlapping strips. The cloud is then classified into ground, vegetation, buildings and other classes before any surface is built from it.

The result is a continuous, measurable 3D record that engineers, flood modellers, ecologists and asset managers can all work from. It suits linear infrastructure particularly well, including highway and rail earthworks, flood embankments, overhead line routes and pipelines, where one dataset can answer questions about geometry, clearance and vegetation.

Drone LiDAR or drone photogrammetry: which suits your site?
Drone LiDAR (Zenmuse L2)Drone photogrammetry (Zenmuse P1)
Ground under vegetationYes, through gaps in the canopy via multiple returnsNo, models the top of the vegetation
Vertical accuracy, hard surfacesTypically ±30–50 mm RMSETypically ±20–30 mm RMSE with GCPs
Visual detailColourised points and supporting RGB imagerySharp 1–1.5 cm orthomosaic and textured mesh
Wires, poles and railingsCaptured wellOften lost or distorted
LightingActive sensor, works in flat or low lightNeeds adequate, even daylight
Water and dark surfacesFew or no returns from water; wet, dark surfaces reduce rangeWater and featureless surfaces reconstruct poorly

02Where it’s used

Typical projects

01

Wooded and overgrown sites

True ground levels beneath tree cover, scrub and dense undergrowth for development layouts, drainage design and ecological planning.

02

Flood defences and watercourses

Continuous crest and toe levels along embankments, channels and floodplains for hydraulic modelling and defence condition assessment.

03

Linear infrastructure corridors

Highway and rail earthworks, pipelines and cable routes captured in long, efficient runs with consistent accuracy from end to end.

04

Overhead lines and vegetation clearance

Measure conductor-to-vegetation and conductor-to-ground clearances at the time of capture, and identify encroachment along distribution and transmission routes.

05

Slope and cutting monitoring

Repeat surveys of cuttings, embankments and coastal slopes to detect movement, erosion and early signs of failure.

06

Heritage and archaeology

Reveal earthworks, field systems and relict landscapes hidden beneath woodland, for planning and historic environment records.

03Method

From brief to issued data.

The same controlled process on every job, so results are repeatable and defensible.
  1. Step 01

    Brief and density specification

    We agree the area, point density, accuracy specification and classification scheme, and assess the vegetation type and season to decide whether a leaf-off capture is worth waiting for.

  2. Step 02

    Permissions and mission planning

    Airspace, landowner consent and site access are cleared and RAMS prepared. Flight lines are planned for altitude, speed and side overlap, with cross-strips flown for strip adjustment.

  3. Step 03

    Base station, checkpoints and capture

    A GNSS base logs raw data throughout the flight for trajectory post-processing, while checkpoints on hard surfaces are surveyed independently by RTK rover. The L2’s IMU is calibrated in flight before each mission.

  4. Step 04

    Trajectory, adjustment and classification

    Trajectories are post-processed, overlapping strips adjusted for consistency, and the cloud classified into ground, vegetation, buildings and noise using automated routines followed by manual editing.

  5. Step 05

    Surfaces and QA report

    We build the terrain model, surface model and contours from the classified cloud and test the ground class against the checkpoints. The report states the RMSE achieved, the point density and any areas where ground coverage is limited.

04Specification

The numbers behind it.

Typical values. Your quote confirms the specification for your site, and the survey report states what was achieved.
Sensor
DJI Zenmuse L2Frame LiDAR, 905 nm, Class 1 eye-safe
Point rate
240,000 pts/s single returnUp to 1.2 million pts/s with multiple returns
Returns per pulse
Up to 5
Vertical accuracy
±30–50 mmRMSE on hard surfaces, project-verified
Horizontal accuracy
Typically ±50 mmTested on well-defined features; varies with flying height
Flying height
60–100 m above groundLower for dense canopy or higher densities
Point density
150–400 pts/m²Specified to suit the use; higher on request
Scan pattern
Repetitive or non-repetitive70° × 3° or 70° × 75° field of view
Classification
ASPRS LAS classesGround, vegetation, building, wire, noise and others as specified
Coordinate system
OSGB36 BNG and ODNVia OSTN15 and OSGM15; ETRS89 also available
Colourisation
20 MP 4/3 CMOS cameraIntegrated in the L2
Field output
Typically 100–300 ha per dayCorridors quoted by linear kilometre

05Deliverables

What you receive.

In your coordinate system, formats and layer standards — with a survey report you can hand to your client.

LAS 1.4, LAZ

Classified point cloud

A georeferenced cloud classified to ASPRS standard classes, with RGB colour and intensity values.

E57

Structured scan export

For Autodesk ReCap, Revit, Navisworks and other reality capture and BIM software.

GeoTIFF, LandXML, XYZ

Digital terrain model

A bare-earth surface generated from the ground class, with breaklines where the specification requires them.

GeoTIFF

Digital surface model

A first-return surface including buildings and canopy, for line-of-sight, solar and flood modelling.

DWG, DXF, SHP

Contours and CAD extraction

Contours at the specified interval, plus extracted features such as tops and toes of slope, walls and tracks.

GeoTIFF, SHP

Canopy height model

Vegetation height and extent for clearance assessment, ecology and arboricultural work.

PDF

Accuracy and processing report

Trajectory quality, strip adjustment, checkpoint residuals, RMSE and point density statistics.

When to choose it

  • The site has trees, hedgerows, scrub, crops or long grass, and you need ground levels rather than vegetation heights.
  • You are surveying a corridor: embankments, watercourses, highways, pipelines or power lines.
  • Thin structures such as conductors, poles, fences and gantries must appear in the model.
  • One dataset needs to serve engineering, flood modelling and vegetation management at the same time.

Consider instead

  • Photogrammetry & Mapping

    The site is open and hard-surfaced, and a sharp orthophoto or textured 3D model is the priority.

  • Topographic Surveys

    What you really need is a coded CAD drawing for design. Our topographic service uses LiDAR where it helps and delivers the finished drawing.

  • Volumetric & Stockpile Surveys

    You are measuring stockpiles or excavations on open ground, where photogrammetry is usually more economical.

On hard, open surfaces, our Zenmuse L2 surveys typically achieve ±30–50 mm vertical RMSE when processed against a local GNSS base and checked on independent ground checkpoints. Under vegetation, accuracy depends on how many pulses reach the ground: where coverage is good the results approach open-ground figures, and under dense evergreen cover they degrade, which the report states. The manufacturer’s figure of 4 cm vertical at 150 m is a laboratory result. We report what the checkpoints on your site actually show.

It sees through the gaps. Each laser pulse can return several echoes, so some of the energy reflects from leaves and branches while some reaches the ground. Deciduous woodland in winter gives excellent ground coverage. Dense conifer plantations, ivy and thick bramble let far fewer pulses through. We assess the vegetation at scoping and tell you plainly what ground density to expect.

LiDAR measures distance directly with a laser, so it works in low light and records the ground beneath vegetation along with thin objects such as wires. Photogrammetry reconstructs geometry from overlapping photographs. On open, hard surfaces it gives sharper imagery and slightly better accuracy at a lower cost. Many of our projects combine the two, with LiDAR for the terrain and photogrammetry for the visual record.

The main cost drivers are area or corridor length, the required point density, vegetation complexity, the number of deliverables and whether CAD feature extraction is needed. Vegetation complexity matters because it drives classification effort. On heavily vegetated sites, classification and editing, not flying, is often the largest share of the cost. We provide a fixed quote against an agreed specification.

For terrain modelling and contours on most engineering projects, 100–200 points per square metre is ample. Vegetation analysis, overhead line clearance and detailed structure extraction benefit from 300 points per square metre or more. Specifying far more than you need adds processing time without improving the ground model, so we recommend a density matched to the purpose.

Point clouds are delivered as LAS 1.4 or compressed LAZ by default, with E57 available for BIM and reality capture software. Surfaces come as GeoTIFF rasters, LandXML TINs or XYZ grids, and linework as DWG, DXF or SHP. Everything is on OSGB36 British National Grid and ODN unless you specify otherwise.

Yes, and corridor work is one of the strongest uses of drone LiDAR. Flying near overhead lines or operational railways requires the asset owner’s agreement and additional risk controls, which we plan and document as part of the job. LiDAR returns from water are weak or absent, so along rivers and coasts we survey the banks and structures rather than the water surface or bed.

LiDAR is an active sensor, so it keeps working on dull days and in light too low for photogrammetry. We still don’t fly in rain, fog or heavy mist, which scatter the laser and shorten its range, and we restrict flying in strong wind to protect data quality. Colourising the point cloud with the onboard camera does need reasonable daylight.

For typical sites up to around 50 hectares, the classified point cloud and terrain model are usually delivered within five to seven working days of capture. Heavily vegetated sites, long corridors and CAD extraction add time, and we confirm the delivery date in the quote.

Start a project

Tell us the outcome. We’ll specify the survey.

  1. 01We aim to reply within one hourA drone surveyor, not a salesperson, reviews your brief and calls if anything needs clarifying.
  2. 02Fixed quote & method statementScope, accuracy specification, deliverables, programme and RAMS — in writing.
  3. 03Fly, process, deliverCapture on your programme, then CAD-ready data with a verified accuracy report.
Get a quote