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 .
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): ,
Bessel: ,
Hayford: ,
Krassovskij: ,
Projections used to convert ellipsoidal coordinates to mapping coordinates:
Stereographic projection: For circular countries (e.g., the Netherlands, New Brunswick).
Gauss–Krüger ( Transverse Mercator): Applied for meridians apart (used in Germany, South Africa).
Lambert Conic Conformal: For E–W elongated countries (e.g., France).
Universal Transverse Mercator (UTM): A Transverse Mercator with a principal meridian scale factor of .
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: , .
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 () and wavelength (): , where is the speed of light (approx. ).
Planck’s distribution law for spectral radiance (): .
Wien’s law for radiation maximum: .
A body at (Sun) has a maximum radiance at (green light).
The Earth ( to ) peaks in the thermal range ( to ).
Energy–Matter Interaction:
Absorption and scattering diminish energy transmission. Rayleigh scattering is proportional to .
Atmospheric transmission is only possible through specific "atmospheric windows."
Relationship: (Reflection + Transmission + Absorption coefficients).
Normal reflection coefficients for green light: Coniferous forest (), Water (), Meadow (), Road (), Deciduous forest (), Sand (), Limestone (), New snow (.
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 () is the slope of the D–log H curve: .
CIE Principal Colors: Blue (), Green (), Red ().
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: . Cassette film lengths up to .
Lenses: Wide-angle () is standard; Normal-angle () is used for urban/forest surveys to reduce occlusions.
Image motion compensation () improves resolution by moving film forward during exposure.
Examples: Leica RC 30, Zeiss RMK TOP, Z/I Imaging DMC (Digital Modular Camera).
DMC 250: ( GSD at ).
Leica ALS 70 Laser Scanner: scan rate, up to altitude.
Vexcel UltraCam Eagle: across, exchangeable lens system ( or ).
Radar Imaging:
Active microwave bands: X band (), C band (), L band ().
Doppler effect permits Synthetic Aperture Radar (SAR) with high azimuthal resolution.
Radar Interferometry: Uses two antennas to observe phase difference () to derive digital elevation models (): .
Remote Sensing Platforms and Repeatability
Satellite Characteristics:
Earth observation orbit (approx. ): Period , Velocity .
Geostationary orbit (): Period approx. .
Major Systems:
Landsat 1 (1972): First resources satellite ( pixels).
Landsat 7: panchromatic, multispectral ().
Spot (France): to pixels, sideways tiltable for rapid coverage.
Ikonos 2: First commercial satellite (1999).
Quickbird: ground pixels.
TerraSAR-X: Radar satellite with up to GSD in Spotlight mode.
Repeatability vs. Resolution:
Global (Meteorology): High repeatability (), low resolution ().
Regional (Resources): Medium repeatability (), medium resolution ().
Local (Cartography): Low repeatability (), high resolution ().
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 () at six "von Gruber points."
Absolute Orientation: Reorienting the stereo model to ground reference using control points ( 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 ().
Space Intersection: Calculating 3D coordinates from two orientations and image coordinates.
Bundle Block Adjustment: Programs like BLUH can adjust photos and points simultaneously with self-calibration (additional parameters for lens distortion).
Digital Operations:
Image Pyramids: Resampled overview images (e.g., , ) to speed up searching.
Area-based Matching: Cross-correlation coefficient () 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 () and L2 ().
Codes: P-code (Precision, ) and C/A code (Clear/Acquisition, ).
Differential GPS (): Uses a master and rover station to reach accuracy by eliminating ionospheric and clock errors.
Costs (World Market approx.):
Aerial Photography Mobilization: to USD.
Scanning: USD per image.
DEM Generation: USD per image.
Urban 1:1000 Line Mapping: USD/km2.
Satellite Radar Interferometry DEM (): USD/km2.
Ground Parcel Surveys: to USD per parcel (e.g., Albania, Georgia).
Kondratjev’s Economic Cycles: Postulates technological inventions trigger periods of rapid growth (Current: Electronics/Internet/Interdependence).