STUDI KOMPARASI PEMAKAIAN GPS METODE REAL TIME KINEMATIC (RTK) DENGAN TOTAL STATION (TS) UNTUK PENENTUAN POSISI HORISONTAL
ABSTRACT: Measurement of
control point by conventional method often given on to some obstacle
especiallyrelated to low measurement efficiency and speed, strength of figure
and spreading point controlvery suspended condition of field. According to
growth and progress of technology with existenceof satellite of GPS have
watered down work of geodesy with result of able to be pledged. As
systemdetermination of position have satellite bases of GPS very useful in
determination of geodeticalposition for the work of mapping and survey.
Research conducted by using Total Station TopconGTS-2R and receiver GPS Leica
System 300 at polygon network closed which consist of six pointswith one of
point as reference station, data processing use SKI software and Microsoft
office forthe calculation of polygon by using method bowdith flattening and
flattening program TurboPascal. Result of from this research be based to value
of confidence region that smaller ellipsvalue mistake from point hence
progressively check made polygon network. By using conventionalmethod in the
reality more is coming near of order II than GPS method of Real Time Kinematic
(RTK). Yielded by Precise Mean GPS method of RTK equal to 0.009 metre, obtained
accuration0.0965 correctness and metre relative to conventional method is 0.106
metre. In general alllocated measured points outside ellips standard error at
trust 95 %.
Penulis: Fajriyanto
Kode Jurnal: jptsipildd090096
