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Photogrammetry as a research tool Greg Burgess DERF November 2008
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Measurement of direction from an image
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Photographic determination of the coordinates of a point Figure: Geodetic Services Inc
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Photographic determination of the coordinates of many points Figure: Geodetic Services Inc
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Camera positions
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Camera calibration Camera parameters to determine: Principal distance Principal distance Principal point location Principal point location Lens distortions Lens distortions
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Archaeological photogrammetry Image of the Medina of Fes, Morocco, processed used TIPHON software, M Koehl
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Mirror panel mould photogrammetry
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Mirror panel photogrammetry
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A very big dish… Image courtesy of the NAIC - Arecibo Observatory
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SG4 jig
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Photo: J Preston
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Photo taken by someone who is less afraid of heights than me
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Jig with retro-reflective targets
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Vision Measurement System (VMS)
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Problems… Principal point instability Principal point instability
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Problems… Dew Dew
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FSJ4 1 Oct 2008 results Estimated measurement accuracy: σx & σy ≈ 0.5 mm, σz = 0.35 mm σx & σy ≈ 0.5 mm, σz = 0.35 mm RMS height deviation of mounting points from the ideal paraboloid: σh = 0.56 mm Internal measurement precision: 1:230,000
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Photo: M Shortis
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