%PDF-1.4 % 1 0 obj << /Type /Pages /Count 1 /Kids [ 2 0 R ] >> endobj 2 0 obj << /Type /Page /Parent 1 0 R /Resources << /ProcSet [ /PDF /Text /ImageB /ImageC /ImageI ] /Font << /QuickPDFF88a99f82 68 0 R /QuickPDFF9b1d0f73 107 0 R >> >> /Contents [ 5 0 R ] /MediaBox [ 0 0 595.2756 841.8898 ] /CropBox [ 0 0 595.2756 841.8898 ] >> endobj 3 0 obj << /Type /Catalog /Pages 1 0 R /Metadata 108 0 R >> endobj 4 0 obj << /Producer (Debenu Quick PDF Library 11.15 \(www.debenu.com\)) /Creator (Debenu Quick PDF Library 11.15 \(www.debenu.com\)) /CreationDate (D:20170615105834+02'00') /ModDate (D:20170615105834+02'00') >> endobj 5 0 obj << /Length 2409 /LC /iSQP >> stream 0 Tr /QuickPDFF9b1d0f73 14 Tf 0 0 0 rg 100 Tz 0 Tw 0 Tc 0 Ts BT 1 0 0 1 175.5158 770.8329 Tm (Optimum Establishment of Total Station)Tj ET /QuickPDFF9b1d0f73 11 Tf 0 0 0 rg BT 1 0 0 1 191.1523 731.3912 Tm (Milan Horemuz and Jansson Patric \(Sweden\))Tj ET /QuickPDFF9b1d0f73 12 Tf 0 0 0 rg BT 1 0 0 1 56.6929 689.6683 Tm 15.996 TL (Key words: )' ET /QuickPDFF88a99f82 12 Tf 0 0 0 rg BT 1 0 0 1 141.7323 689.6683 Tm 15.768 TL (Engineering survey; Positioning; Professional practice; Georeferencing of total)' (station; Optimization of geodetic network)' ET /QuickPDFF9b1d0f73 12 Tf 0 0 0 rg BT 1 0 0 1 56.6929 647.1486 Tm 15.996 TL (SUMMARY)' ET /QuickPDFF88a99f82 12 Tf 0 0 0 rg BT 1 0 0 1 56.6929 618.8021 Tm 15.768 TL (At least two control points must be available in order to determine the position and orientation of a)' (total station \(TS\). This paper analyses optimum horizontal location of TS with respect to the control)' (points and gives an answer to question What is the best location of total station with respect to the)' (control points if the goal is to determine the coordinates of TS and detail points as precisely as)' (possible? The optimality is deemed based on the uncertainty of the horizontal coordinates of the)' (TS and of the points measured from it, as well as on the uncertainty of the TS orientation. The)' (investigation of this optimality problem was performed both analytically and by the trial-and-error)' (method.)' ()' (It was found that the optimum location of TS is in the center of gravity of all control points. For a)' (given configuration of the control and detail points, the location of TS does not influence)' (significantly the positional uncertainty of the surveyed detail points. If the location of control points)' (is not fixed, e.g. when using GNSS observations to establish TS, the control points should surround)' (the working area so that the detail points to be surveyed are close to the centroid of the control)' (points.)' ET /QuickPDFF88a99f82 10 Tf 0 0 0 rg BT 1 0 0 1 56.6929 150.7097 Tm 13.14 TL (__________________________________________________________________________________________)' ()' (Optimum Establishment of Total Station \(8846\))' (Milan Horemuz and Jansson Patric \(Sweden\))' ()' (FIG Working Week 2017)' (Surveying the world of tomorrow - From digitalisation to augmented reality)' (Helsinki, Finland, May 29June 2, 2017)' ET endstream endobj 6 0 obj << /Length 316 /Filter /FlateDecode >> stream xMRKnCAۿSpk`y^Uu[jIɒT%C/:b}Rx\%=
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