NM Land Surveyor study materials
NM Land Surveyor study resources

NM Land Surveyor: Photogrammetry, Remote Sensing, and Mapping

NM Land Surveyor · Work through your exam, one topic at a time.

All guide sections

Photogrammetry, Remote Sensing, and Mapping

What this domain tests

Expect scale computations, overlap and flight planning, orthophoto and LiDAR products, and accuracy standards for mapping deliverables.

Core rules

  • Photo scale = focal length ÷ flying height above ground. A 6-inch (0.5 ft) lens at 3,000 ft gives 0.5/3,000 = 1:6,000, so 1 inch on the photo equals 500 ft on the ground.
  • Standard aerial photography uses roughly 60% endlap and 25–30% sidelap to support stereoscopic compilation.
  • Digital GSD = (pixel size × flying height) ÷ focal length. Keep units consistent.
  • DSM includes vegetation and structures; DEM/DTM represents bare earth. LiDAR classification determines which product you can deliver.
  • Horizontal and vertical accuracy are reported as RMSE; the 95% confidence value is about 1.73 × RMSE for horizontal and 1.96 × RMSE for vertical (ASPRS conventions).
  • UAS mapping requires compliance with FAA Part 107 and adequate ground control or RTK/PPK.

Worked example

A 5.2-micron sensor with a 50-mm lens flies at 200 m above ground. GSD = (5.2 × 10⁻⁶ m × 200 m)/0.05 m = 0.0208 m, about 2.1 cm. Reasoning: convert everything to metres first, and remember the height is above ground, not above the datum; using ellipsoid height inflates GSD over high terrain.

Traps that cost marks

  • Using height above sea level instead of above ground.
  • Assuming an orthophoto has no lean on tall structures.
  • Treating a DSM as a bare-earth surface.
  • Quoting RMSE as if it were a 95% value.
  • Flying without adequate ground control and calling the result survey-grade.