Earth observation guideKinds of data

Elevation

Height is the third dimension of a satellite image. This page covers the models that record it and three ways to measure it.

The basics

Height is the missing third dimension of a satellite image. A map of how high the ground and the things on it stand tells you whether a field drains towards a river, how deep a flood would be, how tall a forest is and how much of a hillside has been cut away. Satellites and aircraft measure height in three main ways. They view a place from two angles, as your two eyes do. They time a laser pulse down to the ground and back. Or they compare two radar images taken from slightly different positions. A model that includes trees and buildings is called a digital surface model, and one that shows only the bare ground is a digital terrain model.

Why it matters

Height turns a flat picture into a model you can measure. It decides where water runs and how deep a flood would be, how tall a forest stands and how much a hillside has changed. It also corrects other imagery, because a picture of hilly ground is distorted until the heights are taken into account.

Two viewsLaser pulseTwo radar passestopground
Three ways to measure height. Two views of one place, as with your two eyes. A laser pulse timed down and back, which can return from a tree top and from the ground below it. Two radar images taken from slightly different positions.

In depth

The terms are used loosely, so the definitions matter. A digital elevation model is the general term for a gridded representation of height. A digital surface model records the top of whatever is there, including canopy and roofs, and a digital terrain model records the bare ground [1]. Their difference is the height of objects above the ground.

nDSM=DSM−DTM\mathrm{nDSM} = \mathrm{DSM} - \mathrm{DTM}
(1)

where nDSM\mathrm{nDSM} is the normalised digital surface model, the height of buildings, trees and other objects above the ground; DSM\mathrm{DSM} is the digital surface model; and DTM\mathrm{DTM} is the digital terrain model; all three are grids of height in m\mathrm{m} on the same datum.

Figure 1 draws both surfaces in panel (a). Panel (b) shows the geometry of the first measurement method. Two views from height HH with separation BB project a point of height hh to different positions on the datum, separated by Δ\Delta. Similar triangles give the height.

h=H ΔB+Δ≈HB Δ(Δ≪B)h = \frac{H\,\Delta}{B + \Delta} \approx \frac{H}{B}\,\Delta\quad (\Delta \ll B)
(2)

where hh is the height of the point above the datum, in m\mathrm{m}; HH is the height of the two viewpoints above the datum, in m\mathrm{m}; BB is the base, the distance between the two viewpoints, in m\mathrm{m}; and Δ\Delta is the parallax, the separation of the point's two projections on the datum, in m\mathrm{m}.

A larger base-to-height ratio B/HB/H gives more parallax per metre of height and so better precision, at the price of more difficult image matching. Finding Δ\Delta for every pixel is the matching problem, solved today by dense methods such as semi-global matching [2, 3].

(a) Surface and terrain

Surface modelTerrain model

(b) Parallax from two views

View 1View 2hpoint at height hHBΔ
  • Height of things on the ground = surface model minus terrain model
Figure 1. Two ways of describing height. (a) The surface model follows the tops of trees and buildings and the terrain model follows the bare ground. (b) Stereo geometry, in which a point at height hh appears displaced by Δ\Delta between two views.

The second method is laser ranging. A laser scanner carried on an aircraft measures the time of flight of each pulse, so the range follows equation 1 on the radar imaging page, and combined with the aircraft's position and the beam direction it gives the height. Part of each pulse passes between leaves, so one pulse can return from both the canopy and the ground, and this is why laser scanning can produce both models at once [4, 5].

The third is interferometric radar. From a repeat-pass pair the topographic phase of equation 3 on the radar interferometry page is the signal, and it is easier to think of in terms of the height that causes one full cycle of phase, the height of ambiguity. With p=1p = 1 when two receivers share one transmitted pulse and p=2p = 2 when each pass transmits its own,

ha=λ Rsin⁡ θp B⊥h_a = \frac{\lambda\,R\sin\,\theta}{p\,B_\perp}
(3)

where hah_a is the height of ambiguity, the change in height that adds one full cycle of 2π2\pi to the interferometric phase, in m\mathrm{m}; λ\lambda is the radar wavelength, in m\mathrm{m}; RR is the slant range from the radar to the point, in m\mathrm{m}; θ\theta is the incidence angle; pp is 1 or 2 as above, without unit; and B⊥B_\perp is the perpendicular baseline, the component of the separation between the two antennas at right angles to the line of sight, in m\mathrm{m}.

A large perpendicular baseline gives fine height resolution but makes phase unwrapping hard, and a small one the opposite. Radar interferometry for topography was demonstrated in the 1980s [6]. The TanDEM-X mission flew two satellites in close formation to obtain single-pass interferograms free of temporal change, and produced a global elevation model [7, 8]. The theory of the design trade-offs is set out in [9]. Whatever the method, a model has a vertical accuracy that varies with terrain and cover, so the stated accuracy and the surface it refers to (surface or terrain) are the first things to read in a product description.

References

  1. Guth, P. L., Van Niekerk, A., Grohmann, C. H. et al. (2021) Digital Elevation Models: Terminology and Definitions. Remote Sensing, 13(18), 3581. https://doi.org/10.3390/rs13183581
  2. Hirschmüller, H. (2008) Stereo Processing by Semiglobal Matching and Mutual Information. IEEE Transactions on Pattern Analysis and Machine Intelligence, 30(2), 328-341. https://doi.org/10.1109/TPAMI.2007.1166
  3. Toutin, T. (2004) Review article: Geometric processing of remote sensing images: models, algorithms and methods. International Journal of Remote Sensing, 25(10), 1893-1924. https://doi.org/10.1080/0143116031000101611
  4. Wehr, A. and Lohr, U. (1999) Airborne laser scanning – an introduction and overview. ISPRS Journal of Photogrammetry and Remote Sensing, 54(2-3), 68-82. https://doi.org/10.1016/S0924-2716(99)00011-8
  5. White, J. C., Coops, N. C., Wulder, M. A. et al. (2016) Remote Sensing Technologies for Enhancing Forest Inventories: A Review. Canadian Journal of Remote Sensing, 42(5), 619-641. https://doi.org/10.1080/07038992.2016.1207484
  6. Zebker, H. A. and Goldstein, R. M. (1986) Topographic mapping from interferometric synthetic aperture radar observations. Journal of Geophysical Research: Solid Earth, 91(B5), 4993-4999. https://doi.org/10.1029/JB091iB05p04993
  7. Krieger, G., Moreira, A., Fiedler, H. et al. (2007) TanDEM-X: A Satellite Formation for High-Resolution SAR Interferometry. IEEE Transactions on Geoscience and Remote Sensing, 45(11), 3317-3341. https://doi.org/10.1109/TGRS.2007.900693
  8. Rizzoli, P., Martone, M., Gonzalez, C. et al. (2017) Generation and performance assessment of the global TanDEM-X digital elevation model. ISPRS Journal of Photogrammetry and Remote Sensing, 132, 119-139. https://doi.org/10.1016/j.isprsjprs.2017.08.008
  9. Rodriguez, E. and Martin, J. (1992) Theory and design of interferometric synthetic aperture radars. IEE Proceedings F Radar and Signal Processing, 139(2), 147. https://doi.org/10.1049/ip-f-2.1992.0018