Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...
Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...
Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...
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70 3. <strong>Calibration</strong> <strong>of</strong> <strong>Terrestrial</strong> <strong>Laser</strong> <strong>Scanner</strong>3.6.1 Single Point PrecisionThe precision <strong>of</strong> one single point is derived by two methods. The first one is based on the identified preci¬sion for the distance component (ss) <strong>and</strong> the encoder components for the horizontal direction (shz) <strong>and</strong> thevertical direction (sv). A theoretical error budget for one single point (sp) can be calculated by:sp = ^jsl+ s2y + s\ (3.15)withsxsyszO •ss= s tan{2> Shz) (3.16)= s tan{2> sv)For the precision <strong>of</strong> the x-component, the trifold precision,i.e. st<strong>and</strong>ard deviation, is used since it refersto 99.9% <strong>of</strong> measurements. For the y-component <strong>and</strong> the z-component,the distance s has to be takeninto account as well as the trifold precision <strong>of</strong> the angle measurement system.The second method usesthe acquired point cloud to derive a single point precision. Spheres were scanned <strong>and</strong> the center pointswere calculated by applying the adjustment algorithm, cf. Section 3.1.5. The resultingmean error <strong>of</strong> theunit weight (so) defines the precision <strong>of</strong> one single coordinate. Thus, the precision <strong>of</strong> one single pointcontaining three coordinates can be determined by:sp = a/3•s0. (3.17)The spheres were positioned along the calibration track line in varying ranges so that the development <strong>of</strong>the precision <strong>of</strong> one single point can be derived. Figure 3.45 shows the results obtained by the two differentmethods.Since the second method can only be applied up to ranges <strong>of</strong> approximately 20 m, the upperfigure is also limited up to this range. Reasons for the limited range are the quality <strong>and</strong> the quantity <strong>of</strong> theacquired point cloud decrease rapidly with the range, cf. Section 3.2.2. The precision obtained by the secondmethod is verified using two spheres with different diameters, i.e.12 cm <strong>and</strong> 15 cm. The values lie about5 mm <strong>and</strong> fit with each other. In addition, the theoretical precision based on the first method increases withthe range. The lower figure shows the development <strong>of</strong> the precision. The noise <strong>of</strong> one single point reachesvalues in the order <strong>of</strong> some centimeters in ranges <strong>of</strong> more than 30 m.In summary, it can be concluded that the two methods fit each other <strong>and</strong> show a precision for one singlepoint <strong>of</strong> less than 1 cm up to a range <strong>of</strong> 20 m. The development <strong>of</strong> the theoretical precision gives an impres¬sion <strong>of</strong> the resulting precision in ranges <strong>of</strong> more than 30 m, which increases up to 2 cm. The difference in thetwo methods is that the derived theoretical precision is based on an angle <strong>of</strong> incidence <strong>of</strong> 90 °, which meansthe laser beam hits the object normal. A variation <strong>of</strong> the angle <strong>of</strong> incidence leads to lower distance precision<strong>and</strong> also results in lower single point precision, cf. Section 3.5.2. On the contrary, the method using thespheres takes the varying angle <strong>of</strong> incidence into account. Furthermore, the investigationcan be continuedfor different reflectivity values. The spheres used are white in colour, approximating a reflectivityAlso, the distance accuracy required for the first method refers to a reflectivity<strong>of</strong> 90 %.<strong>of</strong> 90 %.3.6.2 Accuracy <strong>of</strong> Modeled Objects (Spheres)The accuracy <strong>of</strong> modeled objects is shown exemplarily by considering the calculated center point <strong>of</strong> spheres.The spheres with two different diameters, i.e. 12 cm <strong>and</strong> 15 cm, were positioned along the calibration trackline <strong>and</strong> were scanned with three different scan resolutions.Based on the acquired data, the center point