Service 06 — The ground truth

The ground truth a wind farm is built on.

Centimetre-class terrain intelligence — turbine and access-road design, earthwork quantities before they’re priced, construction verification. Drone-borne LiDAR, processed to a bare-earth digital terrain model.

Terrain models · Earthwork volumes · CAD & GIS

Drone LiDAR · flying the lines Upland site
0.5m DTM
402pts/m²
±3cm vert
1.9cm GCP
Siemens Gamesa ReNew Adani DNV Vestas Greenko Engie Azure Power Suzlon Tata Power CleanMax AMPYR Deutsche WindGuard JSW Energy GE Enel Vena Energy EDF Inox Wind BrightNight UL Solutions Hero Future Energies Acciona Energía Envision BluPine Energy Torrent Power Juniper Green Energy Alfanar Senvion Blueleaf Energy Vibrant Energy Zelestra NISE Hinduja Renewables Sprng Energy AMPIN Energy UPC Renewables Levanta Renewables Solarpack Fourth Partner Energy WEG
cm-classPoint clouds, whole site
Bare-earthDTM · under vegetation
CAD · GISDelivery formats
Re-flyConstruction verification
The scan, live

Watch the ground truth get captured.

A survey drone flies its planned lines and the point cloud materialises in its wake — banded by elevation like the finished sheet. Then the classification that matters: toggle away the vegetation and you are looking at the bare earth the engineers actually design on. Drag to orbit, hover or tap anything.

SURVEY FLIGHT · LIVE 3D · DRAG TO ORBIT
PLANNING LINES …
Colour = elevation band · amber markers — ground control
CoverageWhole site · one flight plan
DensityHundreds of returns per square metre — centimetre-class
The pointLiDAR reaches through canopy — photogrammetry stops at the leaves

The green stays in the surface model; the design happens on the bare earth. That classification — done properly, checked against ground control — is the difference between a picture and a terrain model.

The processing chain

A billion pulses. One defensible model.

Raw LiDAR is not a terrain model — it becomes one through a chain where every step is logged and checkable. Click any element.

LIDAR SENSORMULTI-ECHO PULSES TRAJECTORYGNSS + IMU · PPK CLASSIFYGROUND · VEG · BUILT DTM · DSMCONTOURS · GRIDS BASE STATIONSURVEYED BENCHMARK GROUND CONTROLHELD-BACK CHECKS DELIVERY CHECKED · SIGNED LAS · TIF · DWG REPORT · RESIDUALS FLIGHT · A BILLION RAW PULSES GROUND TRUTH · CM-CLASS POSITIONING INDEPENDENT CHECK
Every step logged · the survey can be reprocessed and re-audited years later

Classify · the judgement call

Ground is decided, not assumed

Every return is classified — bare ground, vegetation, structures — by algorithm first, then reviewed by a surveyor where the terrain is difficult. The bare-earth model is only as good as this step.

The base station and the checkpoints are surveyed independently of the flight — the model is positioned by one and judged by the other.

How a flight is planned

Before the drone flies, the flight is planned.

The drone covers the site in straight passes, like mowing a lawn. Three settings decide how many laser points land on every square metre: how high it flies, how fast, and how much each pass overlaps the last. More points means more detail under trees and contours you can build from; too many means batteries and hours you pay for. Move the settings and watch the trade-off.

THE SITE, SEEN FROM ABOVE · 340 × 340 m (11.6 ha) SWATH
Blue lines are the drone’s passes. The shaded band is the strip of ground one pass scans; passes overlap so nothing is missed.
80 m

Lower means more points per square metre, but narrower passes, so more of them.

8.0 m/s

Slower means more points, but a longer flight.

35%

More overlap means no gaps between passes, at the cost of extra passes.

Laser points per square metre
The flight
What that means for the survey

Our rule: at least 100 points per square metre for 0.5 m contours and reliable ground under scrub; under dense trees we fly lower or slower. The flight plan is delivered with the survey, so the point density can be checked, not taken on trust. The arithmetic assumes a 240,000-pulse-per-second scanner, about 1.5 returns per pulse, a 70° field of view and 16 minutes of usable battery per flight.

The quantities, live

Drag the design grade. Watch the earthworks bill move.

An access-road corridor over real measured relief. Set the grade and the corridor width — cut and fill volumes update as you move, and the balance point shows where hauling stops. This is the arithmetic a tender should be built on.

DESIGN GRADE · DRAG ME
Loading the real terrain section …
14.0 m
8.0 m
Cut
Fill
The balance point

Cut you can re-use as fill is nearly free; everything else is hauled and paid for twice. Finding the grade that balances is the cheapest optimisation on the project — and it needs a terrain model you can trust.

Slope · where you can build

Where the site will actually let you build.

Every layout decision answers to slope — crane pads want near-flat ground, access roads have grade limits, blade transport needs swept corners. Set your slope limit and watch the buildable envelope change on real upland relief — open 30 m terrain data for any site you enter here; a live survey computes the same map from the cm-grade DTM.

Enter a site — or press Read with the sample 14.16, 76.36 (Chitradurga wind district)

Within your slope limit Steeper than the limit Far too steep Contours, 10 m 500 m
Loading the real terrain …
10%
Buildable
The limitsCrane pads ~≤2% finished · access roads ≤10–12% · transport sweeps checked on the model

This map exists the day after the flight. Micrositing against it — not against a 90 m public DEM — is how layouts stop dying in detailed design.

The proof

Centimetre-class is a claim. Residuals are evidence.

Every survey is checked against ground control the model never saw. The residuals — how far the cloud sits from surveyed truth at each checkpoint — ship with the delivery, so “cm-class” is a table, not an adjective.

+1.8-2.1+0.9+2.6-1.2+3.1-2.8+1.1-0.4+2.2-1.7+0.6 SPEC · ±5 cm
Illustrative check sheet · every delivery carries its own residuals table
RMSE1.9 cm vertical against 12 held-back checkpoints
Held backCheckpoints are never used to fit the model — they only judge it
ShippedThe residuals table is page one of the delivery report

An earthworks tender priced off a bad model fails expensively and late. This sheet is how you know before you dig.

Why LiDAR

The pulse that comes back last.

A camera reconstructs what it can see — the top of the canopy. A LiDAR pulse splits into echoes: leaves first, branches next, and last of all the ground. Bare earth under vegetation is not an enhancement; it is the physics of the instrument.

ECHO 1 · CANOPY ECHO 2 · BRANCH LAST ECHO · GROUND
Multi-echo returns · the classifier keeps the last echo — the ground — for the DTM
Per pulseUp to 5 recorded echoes — canopy to ground in one shot
Under scrubEnough last-echo returns to model bare earth where a camera sees only green
The resultA DTM that survives the monsoon growth a photogrammetry DSM drowns in
The deliverable

What actually lands in your inbox.

Not “data” — files, named and versioned, in the coordinate system your project runs on, that open in the tools your engineers already use.

FILEFORMATSIZEOPENS IN
site_cloud_v2.lazLAS 1.4 · classified18.2 GBTerraScan · CloudCompare
dtm_0p5m_v2.tifGeoTIFF1.1 GBQGIS · Civil 3D
dsm_0p5m_v2.tifGeoTIFF1.3 GBQGIS · Global Mapper
contours_0p5m_v2.dwgAutoCAD · SHP340 MBCivil 3D · ArcGIS
ortho_5cm_v2.tifGeoTIFF · RGB6.4 GBAny GIS
volumes_report_v2.pdfPDF · signed4 MBThe tender meeting
residuals_gcp_v2.csvCSV6 KBPage one of the review
Illustrative manifest · CRS stated on every file · v2 = the construction-stage re-fly, directly comparable to v1
CRSDelivered in your project’s coordinate system — UTM zone or local datum, stated, not assumed
VersionedThe re-fly ships as v2 on the same grid — difference maps are one subtraction away
No lock-inOpen formats first — your tools, your archive, your data
What it designs

Designed against measured relief, not a coarse DEM.

Layout, access roads and earthworks all sit on the terrain. Drone LiDAR gives a centimetre-class model of the real ground — under vegetation, across the whole site.

Turbine micrositing

Each position sits on measured ground — the relief, the slopes and the buildable envelope are known before the layout is committed.

  • Measured relief, whole site
  • Bare-earth — under vegetation
  • Centimetre-class point clouds

Roads & crane pads

Access-road grades and crane-pad platforms designed against the real slopes — not discovered against them during construction.

  • Road grades on measured slopes
  • Crane-pad platform design
  • Contours from the DTM

Drainage & earthworks

Drainage and earthwork planning from the same terrain model — with cut-and-fill volumes computed before they are priced.

  • Drainage planned on real relief
  • Cut & fill volumes up front
  • Tender on measured quantities
Cost control

Quantities before they’re priced.

The expensive surprises on a wind project are in the earthworks. With a measured terrain model we compute cut-and-fill volumes up front, so the tender is built on real quantities — and we re-fly at construction stage to verify what was actually moved.

Survey sequence · capture to verification
Phase 01

Capture

Drone-borne LiDAR captures centimetre-class point clouds — under vegetation, across the whole site.

Drone LiDAR
Phase 02

Model

The point cloud is processed to a bare-earth digital terrain model with contours.

DTM · contours
Phase 03

Compute

Cut-and-fill volumes computed against the design — the tender number is measured, not estimated.

Earthwork volumes
Phase 04

Deliver & verify

DTMs, contours and volumes in CAD and GIS formats — and a construction-stage re-fly to verify what was moved.

CAD · GIS · re-fly

Deliverables: DTMs · contours · volumes · CAD & GIS · construction verification

The field

From the air, to the desk, to the ground.

A survey quadcopter lifting off from a portable landing mat on a hilltop, dust in the launch wash, wide valley behind
The whole site in one flight · lines flown from a hilltop mat
An engineer working over drawings and a terrain model at a design desk
Designed on the model · the DTM lands straight in CAD & GIS
A surveyor placing a checkerboard ground-control target beside a GNSS rover on open rolling terrain
Checked on the ground · control points close the loop

The unglamorous part — handled

A survey that can’t legally fly, or can’t prove where it stood, isn’t a survey.

DGCACompliant drone operations · permissions carried, not promised
PPKBase station on a surveyed benchmark · positioning that stands in audit
InsuredAircraft, crew and third-party · paperwork before propellers
WeatherFlown in the window, not the calendar · wind and rain limits respected

Where is the site — and what must the data prove?

Tell us where the site is and what decision the data has to support. We’ll come back with a measurement scope, a programme and a price.

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