File of input data for the solution of direct geodetic tasks |
This text file with *.tpr extension can be created in any text editor from a text file with the data received by an electronic tacheometer. It has following structure: .TPR // Filling of a sheet of calculation of a linear resection // (at polar survey the given line is absent) BEG INTERSECTION // type of angles ANGLE 0 // type of the measured angles (not obligatory parameter) LR J // a point of standing and its coordinates POINT1 NAME1 X1 Y1 // a point of prompting and its coordinates POINT2 NAME2 X2 Y2 // a direction angle DIR G M S // installation of MO MO G M S // installation of a limb LIMB G M S // HINSTR j // format of entered points for calculation FORMAT N D L G M S H E V A B I W P // calculated points .BEGIN N1 D1 L1 G1 M1 S1 H1 E1 V1 A1 B1 I1 W1 P1 …………………………………….. Nm Dm Lm Gm Mm Sm Hm Em Vm Am Bm Im Wm Pm .END where .TPR - file label, // - an attribute of the comment (not obligatory field) ANGLE 0 - an attribute that the measured angles are specified, LR J - an attribute of left (J=0) or right (J=1) measured angles, POINT1 NAME1 X1 Y1 - the information on a point of standing, where: POINT1 - an attribute of a line beginning, NAME1 - name of a point X1 - its X coordinate, Y1 - its Y coordinate, POINT2 NAME2 X2 Y2 - information on a point of prompting (not obligatory line, it is necessary for calculation of a direction angle), where: POINT2 - an attribute of a line beginning, NAME2 - name of a point X2 - its X coordinate, Y2 - its Y coordinate, DIR G M S - a direction angle in degrees, minutes, seconds (DIR - an attribute of a line beginning), MO G M S - place of zero in degrees, minutes, seconds LIMB G M S - installation of a limb in degrees, minutes, seconds HINSTR j - height of the tool in meters FORMAT N D L G M S H E V A B I W P - a line, specifying in what order the data on calculated points are entered (not obligatory field: at its absence the order by default is taken N P D G M S. Data on a point are entered through a blank, the name - on the first place, for other data it is possible to specify the any order (but one for all points in a file), some fields (except for the name) can be absent), where: FORMAT - an attribute of a line beginning, N - name of a point, D - distance, L - horizontal distance, G - horizontal corner: degrees, M minutes, S seconds, H - height of a point, E - height difference, V - vertical angle: degrees, A minutes, B seconds, I - height of the tool (m), W - height of sighting (m). P - a field code, .BEGIN - the label of data's beginning on calculated points, N1… Nm - name of a point, D1 … Dm - distance, G1 M1 S1 … Gm Mm Sm - the measured angles (left) in degrees, minutes, seconds P1 … Pm - a field code (an attribute of a belonging of the measured points to contours of district) .END - label of the file end. Example: .TPR ANGLE 0 LR POINT1 T2 78176.409 34692.631 POINT2 T1 78137.070 34671.180 FORMAT N D G M .BEGIN 88 138.57 183 28 89 138.04 180 48 90 76.09 186 52 91 74.90 182 21 92 30.27 16 30 .END or .TPR ANGLE 0 POINT1 T2 78176.409 34692.631 DIR 28 36 11 FORMAT N P D G M .BEGIN 88 1 138.57 183 28 89 1 138.04 180 48 90 0 76.09 186 52 91 2 74.90 182 21 92 1 30.27 16 30 .END |