Photogrammetry.
3D geometry from overlapping imagery.
UAV photogrammetric capture across infrastructure corridors, solar farms, earthworks, brownfield and large open sites — RICS Band D / E accuracy (±10–25 mm at 1σ on hard detail) with documented GCP control and check-point verification.
In-depth guide: Drone Photogrammetry Survey Guide →
What is photogrammetry?
Photogrammetry generates accurate 3D geometry from overlapping 2D photographs. Identical features visible in multiple images at known camera positions allow the software to triangulate every pixel into a 3D point — producing a dense, georeferenced point cloud and, from that, a mesh, orthophoto, digital surface model and digital terrain model. With a documented Ground Control Point network and independent check points, UAV photogrammetry routinely achieves ±10–25 mm absolute accuracy on hard detail at 1σ — RICS Band D or E from the Measured Surveys of Land, Buildings and Utilities (3rd edition) framework.
It is the most cost-effective capture method for large open sites with low vegetation and well-textured surfaces — solar farms, brownfield development, earthworks, quarries, corridor mapping. For vegetated terrain, featureless surfaces or engineering-tolerance work, we hybridise photogrammetry with LiDAR and total-station capture.
Angell Surveys is a RICS-regulated practice (Firm 681790). UAV operations conducted under the appropriate CAA authorisations.
How we capture.
Survey-grade photogrammetry depends on documented control and verified accuracy, not just flight planning. Every output ships with a check-point residual report.
GCP Network
Pre-marked Ground Control Points established by GNSS RTK rover or total station, distributed to cover the site at appropriate density. Targets visible at flight altitude. Coordinates traceable to OSGB36 / ODN.
Flight Plan & Overlap
Mission planning at calibrated overlap (typical 80/70%), altitude matched to required GSD, and crossed flight lines for complex terrain. Wind, light and airspace conditions all assessed before mobilisation.
Dense Reconstruction
Industry-standard photogrammetric processing (Agisoft Metashape, Pix4D, RealityCapture) on dedicated workstations. Dense point cloud, mesh, orthomosaic and DTM/DSM products derived in-house.
Independent Check Points
Independent ground points not used in bundle adjustment are observed and reported as accuracy residuals on every deliverable. The accuracy statement is measured, not advertised.
Orthorectified Imagery
Pixel-true orthophoto generated from the bundle-adjusted model. Suitable for planning, condition recording, change detection and visual context layered over CAD design files.
Volumetric Analysis
Stockpile and earthworks volumes computed against a reference surface (previous capture or design surface). Statistical confidence band reported with every volume.
How we work.
Survey Design
Site boundary, target accuracy, deliverables and access window agreed. Flight plan, GCP layout and RAMS prepared. CAA authorisations confirmed.
GCP & Capture
GCP network established and check points observed before flight. UAV photogrammetric capture executed with field QA confirming coverage before demob.
Processing
Bundle adjustment, point cloud, mesh, orthomosaic and DTM/DSM derived in-house. Accuracy verified against independent check points.
Delivery
Outputs issued to specification with accuracy report. Hosted 3D model published where required for stakeholder review.