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Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...

Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...

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xMfr2r2cAdjustment <strong>of</strong> SphereA sphere can be described mathematically by [Bronstein <strong>and</strong> Semendjajew, 1999]x2 + y2 + z2-=0,(C.l)where x, y, z are the 3D coordinates <strong>and</strong> r is the radius. Equation (C.l) requires that the center <strong>of</strong> the sphereequals the origin <strong>of</strong> the coordinate system. Implementing an arbitrary oriented sphere,center point, the following equationis obtainedwith an undefined(x-+ (y- yMf + (z- zMf-=0. (C.2)The unknowns <strong>of</strong> the sphere in Equation (C.2) are the three coordinates <strong>of</strong> the center point xm,Vm,zm<strong>and</strong>, depending on whether the sphere is calibrated or not, the radius.The resulting equation system isunambiguous if at least three points are given by their coordinates x, y, z.If more than three 3D points aregiven, an adjustment problem can be formulated, which is either based on• an observation model: radius is known (Gauss-Markov Model), or• a mixed model: radius is unknown (Gauss-Helmert Model).A detailed mathematical description <strong>of</strong> the adjustment models is given in [Leick, 2004]. Since in surveyingthe number <strong>of</strong> observations <strong>and</strong> thus, the redundancy is <strong>of</strong>ten far below 1000, adjustment problemscan beeasily solved without computational problems. Considering laser scanning, the number <strong>of</strong> observations,i.e. the number <strong>of</strong> points <strong>of</strong> a point cloud, increases significantly. The number <strong>of</strong> pointscan reach severalthous<strong>and</strong>s up to hundreds <strong>of</strong> thous<strong>and</strong>s. Such huge observations lead to both computational <strong>and</strong> storageproblems since the matrices for solving the adjustment become too large. This necessitates the adjustmentequations to be formed in such a way that they can be solved by a computer without any difficulties.The unknowns <strong>of</strong> the adjustment problems introduced are based on the following relations [Leick, 2004]f(x,l): x= (ATPA)-1ATPl (observation model) (C.3)f(x,l): x= [AT{BTp-1B)-1A]-1AT{BTp-1B)w (mixed model) (C.4)where x is the vector <strong>of</strong> unknowns, /is the vector <strong>of</strong> observations, P denotes the weight matrix <strong>and</strong> w isthe discrepancies vector.The matrices A <strong>and</strong> B are based on linearization <strong>of</strong> the nonlinear mathematicalmodels, cf. Equation (C.2), around the known point <strong>of</strong> expansion (x0) [Leick, 2004]:

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