Analysis of properties of reflectance reference targets for permanent radiometric test sites of high resolution airborne imaging systems

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Abstract

Reliable and optimal exploitation of rapidly developing airborne imaging methods requires geometric and radiometric quality assurance of production systems in operational conditions. Permanent test sites are the most promising approach for cost-efficient performance assessment. Optimal construction of permanent radiometric test sites for high resolution airborne imaging systems is an unresolved issue. The objective of this study was to assess the performance of commercially available gravels and painted and unpainted concrete targets for permanent, open-air radiometric test sites under sub-optimal climate conditions in Southern Finland. The reflectance spectrum and reflectance anisotropy and their stability were characterized during the summer of 2009. The management of reflectance anisotropy and stability were shown to be the key issues for better than 5% reflectance accuracy. © 2010 by the authors.

Figures

  • Figure 1. Bidirectional reflectance geometry. i, φi and r, φr are angles of incident and reflected light, respectively.
  • Figure 2. Left: Permanent Sjökulla image quality test field in September 2008 (with reference target indicators; P20, P30 and P40 are non-permanent targets). Right: Reference target samples at the test site in summer 2009. Colors and brightness are not calibrated or adjusted to the same scale.
  • Figure 3. Construction of a test field of gravel. The root blocking carpet is installed (left) and a 5–10 cm layer of gravel spread over it (right).
  • Figure 4. Examples of various target types. (a) Gravel targets of size 50 cm × 50 cm. From left: B1, B2a, G2, R1, W2. (b) Painted concrete targets of size 40 cm × 40 cm. From left: blue, green, red, white, grey and yellow. Colors and brightness are not calibrated or adjusted to the same scale.
  • Table 1. Details of targets, measurement dates and illumination zenith angles. For all targets, the year it was established is given. For gravels, the type and grain size are given. For painted tiles, the tile type, paint type and number of paint layers are given. When more than one illumination height was used the underlined data was analyzed, unless otherwise mentioned. Wet: wet target.
  • Table 1. Cont.
  • Figure 5. Reflectance characterization of gravels (a) B1, (b) B2b, (c) G2, (d) W2 and (e) R1. Left: The BRF of the green channel (550 ± 25 nm). Middle: the spectra at nadir at different measurement times. Right: Anisotropy factors (Equation 6) at the principal plane at different measurement times. Further details of diagrams are given in the text.
  • Figure 5. Cont.

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APA

Honkavaara, E., Hakala, T., Peltoniemi, J., Suomalainen, J., Ahokas, E., & Markelin, L. (2010). Analysis of properties of reflectance reference targets for permanent radiometric test sites of high resolution airborne imaging systems. Remote Sensing, 2(8), 1892–1917. https://doi.org/10.3390/rs2081892

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