Stanovení střední kvadratické chyby ortofotomapy města Brna

Abstract

This thesis deals with accuracy analysis of Brno orthophotomap with resolution 0.10 m. There is description of Brno orthophotomap production with parameters used for processing in the first chapter. Next chapters are attended to factors which affect positional accuracy of orthophotomap, i.e. digital airborne camera and Digital Terrain Model. Principle of methods used for measurement of control point is described in practical part of this thesis. Results of accuracy analysis are evaluated in the last chapter and these results are comparing with prior mean square error. There is also valorization of the real effect of particular factors.

Description

Import 04/07/2011

Subject(s)

orthophotomap, mean square error, digital terrain model, control point, GNSS, aerial photograph, digital airborne camera, radial distance

Citation