Optimalizácia lokálnych geodetických sietí na baze MNŠ a robustných odhadovacích metód

Abstract

The presented dissertation deals with the estabilishment of the geodetic network of reference points located at the bridge object SO 204 at km 2,000 above the Kratky potok valley and the dirt road that is part of the R3 expressway in the Tvrdosin district. The network was measured with a Leica Viva TS15 I 1" VIVA R400 device, in which horizontal directions and length were measured at individual points of the network. Estimates of the measured and determined parameters of the positional geodetic network were calculated using the LS, robust M-estimation and robust M-estimation according to Hampel After the initial processing, the sets of measured data were processed in the Matlab software with subsequent visualization of the position of the points with their accuracy in the form of ellipses.