Geoinformation: Remote Sensing, Photogrammetry, and Geographic Information Systems Notes

Surveying and Mapping in Transition to Geoinformation

  • Mapping and surveying practices transitioned in the 1990s from discipline-oriented technologies (geodesy, photogrammetry, surveying, cartography) to methodology-oriented integrated disciplines known as geoinformatics or geomatics.

  • This new concept is based on the Global Navigation Satellite System (GNSS/GPS), remote sensing, digital photography for data acquisition, and Geographic Information Systems (GIS) for data manipulation and output.

  • Sustainable development requires spatial information provided efficiently through these combined methodologies.

  • Geodesy is defined by F.R. Helmert (1880) as the science of measurement and mapping of the earth’s surface, requiring a reference surface for positional fixing.

  • Historical progression of earth shape concepts:

    • Ancient Greece (Homer, 800 bc): A disk surrounded by oceans.

    • Pythagoras (550 bc) and Aristotle (350 bc): Postulated a sphere.

    • Eratosthenes (200 bc): Measured the distance between Syene (Tropic of Cancer) and Alexandria by cart wheel, computing a spherical radius of 5909 km5909\,km.

    • Renaissance astronomers (Copernicus, Kepler, Galileo): Postulated an ellipsoidal figure, verified by meridional arc measurements in Lapland and Peru (1736–1737).

  • Local best-fitting reference ellipsoids were established based on mass irregularities in the crust and local gravity field (verified by G. Everest in the Himalayas):

    • Clarke (1880): a=6378249 ma = 6378249\,m, b=6356515 mb = 6356515\,m

    • Bessel: a=6377879 ma = 6377879\,m, f=1/298.61f = 1/298.61

    • Hayford: a=6378388 ma = 6378388\,m, f=1/297f = 1/297

    • Krassovskij: a=6378295 ma = 6378295\,m, f=1/298.4f = 1/298.4

  • Projections used to convert ellipsoidal coordinates to mapping coordinates:

    • Stereographic projection: For circular countries (e.g., the Netherlands, New Brunswick).

    • Gauss–Krüger (3∘3^{\circ} Transverse Mercator): Applied for meridians 3 degrees3\,degrees apart (used in Germany, South Africa).

    • Lambert Conic Conformal: For E–W elongated countries (e.g., France).

    • Universal Transverse Mercator (UTM): A 6∘6^{\circ} Transverse Mercator with a principal meridian scale factor of 0.99960.9996.

  • Vertical reference systems are based on the geoid (equipotential surface of resting oceans), typically realized via tidal benchmarks and spirit leveling.

  • The World Geodetic System 1984 (WGS 84) dimensions: a=6378137 ma = 6378137\,m, f=1/298.257223563f = 1/298.257223563.

Remote Sensing Fundamentals and Electromagnetic Radiation

  • Remote sensing is the identification or survey of objects by indirect means using force fields, primarily the electromagnetic spectrum.

  • Basic Laws:

    • Relation between frequency (ν\nu) and wavelength (λ\lambda): c=λ⋅νc = \lambda \cdot \nu, where cc is the speed of light (approx. 300,000 km/s300,000\,km/s).

    • Planck’s distribution law for spectral radiance (Lλ(T)L_{\lambda}(T)): Lλ(T)=2hc2λ5⋅1ehc/kλT−1L_{\lambda}(T) = \frac{2 h c^2}{\lambda^5} \cdot \frac{1}{e^{hc/k\lambda T} - 1}.

    • Wien’s law for radiation maximum: T⋅λmax=0.002898 m⋅KT \cdot \lambda_{max} = 0.002898\,m \cdot K.

    • A body at 6000 K6000\,K (Sun) has a maximum radiance at 480 nm480\,nm (green light).

    • The Earth (273 K273\,K to 300 K300\,K) peaks in the thermal range (8 mm8\,mm to 14 mm14\,mm).

  • Energy–Matter Interaction:

    • Absorption and scattering diminish energy transmission. Rayleigh scattering is proportional to λ−4\lambda^{-4}.

    • Atmospheric transmission is only possible through specific "atmospheric windows."

    • Relationship: ρλ+τλ+αλ=1\rho_{\lambda} + \tau_{\lambda} + \alpha_{\lambda} = 1 (Reflection + Transmission + Absorption coefficients).

    • Normal reflection coefficients for green light: Coniferous forest (1%1\%), Water (3%3\%), Meadow (7%7\%), Road (8%8\%), Deciduous forest (18%18\%), Sand (25%25\%), Limestone (60%60\%), New snow (78%78\%.

  • Plant Leaf Interaction: Consists of a transparent epidermis, a palisade mesophyll (reflects green, absorbs red via chlorophyll), and a spongy mesophyll (reflects near-infrared).

Imaging Sensors and Systems

  • Photographic Process:

    • Silver halide particles in gelatin emulsion are converted to metallic silver. Gradation (γ\gamma) is the slope of the D–log H curve: tan⁡α=ΔDΔlog⁡H=γ\tan \alpha = \frac{\Delta D}{\Delta \log H} = \gamma.

    • CIE Principal Colors: Blue (435.8 nm435.8\,nm), Green (546.1 nm546.1\,nm), Red (700.0 nm700.0\,nm).

  • Digital Imaging:

    • Charge-coupled devices (CCD) consist of metallic electrodes on a silicon semiconductor. Resolution is limited by sensor area and sample frequency.

  • Aerial Survey Cameras:

    • Standard image format: 23×23 cm23 \times 23\,cm. Cassette film lengths up to 120 m120\,m.

    • Lenses: Wide-angle (f=153 mmf = 153\,mm) is standard; Normal-angle (f=305 mmf = 305\,mm) is used for urban/forest surveys to reduce occlusions.

    • Image motion compensation (IMCIMC) improves resolution by moving film forward during exposure.

    • Examples: Leica RC 30, Zeiss RMK TOP, Z/I Imaging DMC (Digital Modular Camera).

    • DMC 250: 16768×14016 pixels16768 \times 14016\,pixels (15 cm15\,cm GSD at h=3000 mh = 3000\,m).

    • Leica ALS 70 Laser Scanner: 500 KHz500\,KHz scan rate, up to 5000 m5000\,m altitude.

    • Vexcel UltraCam Eagle: 20010 pixels20010\,pixels across, exchangeable lens system (80 mm80\,mm or 210 mm210\,mm).

  • Radar Imaging:

    • Active microwave bands: X band (2.4−3.8 cm2.4-3.8\,cm), C band (3.8−7.5 cm3.8-7.5\,cm), L band (15−30 cm15-30\,cm).

    • Doppler effect permits Synthetic Aperture Radar (SAR) with high azimuthal resolution.

    • Radar Interferometry: Uses two antennas to observe phase difference (Δϕ\Delta\phi) to derive digital elevation models (DEMDEM): Δϕ=4πλΔr\Delta\phi = \frac{4 \pi}{\lambda} \Delta r.

Remote Sensing Platforms and Repeatability

  • Satellite Characteristics:

    • Earth observation orbit (approx. 1000 km1000\,km): Period U=105.6 minU = 105.6\,min, Velocity ν=7.34 km/s\nu = 7.34\,km/s.

    • Geostationary orbit (35790 km35790\,km): Period approx. 24 hours24\,hours.

  • Major Systems:

    • Landsat 1 (1972): First resources satellite (80 m80\,m pixels).

    • Landsat 7: 15 m15\,m panchromatic, 30 m30\,m multispectral (MSMS).

    • Spot (France): 2.5 m2.5\,m to 10 m10\,m pixels, sideways tiltable for rapid coverage.

    • Ikonos 2: First commercial 1 m1\,m satellite (1999).

    • Quickbird: 0.6 m0.6\,m ground pixels.

    • TerraSAR-X: Radar satellite with up to 1 m1\,m GSD in Spotlight mode.

  • Repeatability vs. Resolution:

    • Global (Meteorology): High repeatability (30 min30\,min), low resolution (1−5 km1-5\,km).

    • Regional (Resources): Medium repeatability (16−26 days16-26\,days), medium resolution (10−30 m10-30\,m).

    • Local (Cartography): Low repeatability (yearsyears), high resolution (0.1−1 m0.1-1\,m).

Photogrammetry and Geometric Restitution

  • History: Nièpce and Daguerre invention of photography (1839). Laussedat (1851) built first terrestrial survey camera. Finsterwalder (1889) surveyed glaciers.

  • Stereo Restitution concepts:

    • Interior Orientation: Relating image pixel coordinates to the projection center using fiducial marks.

    • Relative Orientation: Orienting one photo to another to eliminate vertical parallaxes (pypy) at six "von Gruber points."

    • Absolute Orientation: Reorienting the stereo model to ground reference using control points (7−parameter7-parameter transformation).

  • Analytical Photogrammetry:

    • Uses collinearity equations to model the straight line between image point, perspective center, and object point.

    • Space Resection: Determining the six orientation elements (xo′,yo′,zo′,ω,φ,κx_{o'}, y_{o'}, z_{o'}, \omega, \varphi, \kappa).

    • Space Intersection: Calculating 3D coordinates from two orientations and image coordinates.

  • Bundle Block Adjustment: Programs like BLUH can adjust 60006000 photos and 200,000200,000 points simultaneously with self-calibration (additional parameters for lens distortion).

  • Digital Operations:

    • Image Pyramids: Resampled overview images (e.g., 2×22 \times 2, 4×44 \times 4) to speed up searching.

    • Area-based Matching: Cross-correlation coefficient (rijr_{ij}) comparison.

    • Least Squares Matching: Minimizes gray level differences via geometric transformation.

    • Semiglobal Matching (SGM): Pixelwise matching with 2D smoothness constraints to improve handling of occlusions in urban areas.

  • Digital Elevation Models (DEM):

    • Interpolation via Stochastic fields, Triangulated Irregular Networks (TIN), or Finite elements.

    • Orthoimages: Generated by geometric resampling of images onto the DEM.

Geographic Information Systems (GIS)

  • Definition: A system for digital spatial data management (acquisition, analysis, visualization) for planning and monitoring.

  • Hardware: CPUs (speed in MIPS), Storage (Terabytes), Graphics systems for 2D/3D viewing.

  • Vector System Topology Relationships:

    • Line-Area Table (determines left/right adjacency).

    • Coordinate Table (all points).

    • Line-Point Table (from/to node connectivity).

  • Spatial Queries: Inclusion, adjacency, intersection, and buffer zone generation.

  • Database Models:

    • Relational: Most common, using tables (tuples) and primary keys.

    • Object-Relational: Extensions such as Oracle Spatial or Esri SDE for handling complex spatial data types.

  • ArcGIS Levels: ArcReader (viewing), ArcView (query), ArcEditor (editing), ArcInfo (advanced processing).

  • Applications:

    • Cadastral GIS: Real estate management combining maps and land registers (deeds/titles).

    • Facility Management: Infrastructure inventory (utility networks for water, gas, electricity).

    • 3D City Models: Created from footprints and image matching for antenna placement or landscape planning.

Positioning and Cost Considerations

  • GNSS (NAVSTAR-GPS):

    • Carriers: L1 (1575.42 MHz1575.42\,MHz) and L2 (1227.60 MHz1227.60\,MHz).

    • Codes: P-code (Precision, 10.23 MHz10.23\,MHz) and C/A code (Clear/Acquisition, 1.023 MHz1.023\,MHz).

    • Differential GPS (DGPSDGPS): Uses a master and rover station to reach 1 cm1\,cm accuracy by eliminating ionospheric and clock errors.

  • Costs (World Market approx.):

    • Aerial Photography Mobilization: 30003000 to 50005000 USD.

    • Scanning: 1515 USD per image.

    • DEM Generation: 120120 USD per image.

    • Urban 1:1000 Line Mapping: 35683568 USD/km2.

    • Satellite Radar Interferometry DEM (±12 m\pm 12\,m): 22 USD/km2.

    • Ground Parcel Surveys: 55 to 1010 USD per parcel (e.g., Albania, Georgia).

  • Kondratjev’s Economic Cycles: Postulates technological inventions trigger 50−year50-year periods of rapid growth (Current: Electronics/Internet/Interdependence).