207
115,1.059,1.059,1.297,,
Additionally, the coordinate format of point to line program is:
PT, E, N, Height, code, string, start reference PT, end reference PT
3,29.145,31.367,100.632,PT,1,2
4,128.365,56.367,115.732,PT,1,2
110,29.364,31.526,100.904,PT,101,103
111,49.892,3.958,112.834,PT,101,103
2. IMPORT DATA TO TOTAL STATION
Data can be imported includes coordinate data, fixed point data, code data,
horizontal alignment data, vertical alignment data and cross section data. Create a new
text file(.txt) on the computer, after editing and saving the data, use U disk or
synchronizing software (use Microsoft ActiveSync to synchronize total station and PC.)
to copy to the total station, and use “Data Import to import to current project.
Data editing formats are displayed as follows.
2.1 Coordinate Data/Fixed Point Data Format
You should edit the coordinate data format on the computer as follows:
Point number
,
E
,
N
,
Z
,
code
1,1000.000,1000.000,1000.000,STN
2,990.000,1010.000,100.000,STN
101,994.890,1000.964,100.113,STN
102,993.936,1007.799,100.800,STN
103,998.515,1009.639,100.426,STN
104,1002.068,1002.568,100.342,STN
1001,1004.729,997.649,100.1153,PT
1002,1003.702,990.838,100.799,PT
1003,7911.990,990.358,100.403,PT
1004,997.311,998.236,100.354,PT
2.2 Cross Section Data Format
Cross section data format editing on the computer is as follows:
Chainage, Offset, Height[
,
code]
0.000,-4.501,18.527
0.000,-3.500,18.553
0.000,0.000,18.658,CL01
0.000,3.500,18.553
0.000,5.501,18.493
Содержание KTS-470 R Series
Страница 10: ...10 1 NOMENCLATURE AND FUNCTIONS 1 1 NOMENCLATURE...
Страница 11: ...11...
Страница 125: ...125 A New codes are added under the layer B A new code layer and code will be created A B...