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Figure 1. Mathematical model for multi-camera calibration using separate EOPs for each camera station (a) versus using EOPs for a reference camera and ROPs for the rest of the cameras (b) (Habib et al., 2014)
Figure 3. Multi-camera photogrammetric system consisting of  seven DSLRs attached to a metal frame
Figure 4. The coordinate system used for a particular camera (a); the calibration test field showing the origin and the orientation of the local coordinate system (b)
Table 2. Summary of the configuration properties and calibration adjustment results for the full and sub-
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