Leica TPS - System 1000 1000Z01 Manuel D’Utilisation
© Leica
TPS-System 1000 Programs-2.3.1en
165
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Local Resection
Introduction
This manual describes the "LOCAL RESECTION"
program of the TPS SYSTEM 1000 theodolite series.
program of the TPS SYSTEM 1000 theodolite series.
PROG_Z18
E
H
N
Pt1
Pt2
Two points are measured from any instrument station.
The first point measured forms the centre of a local
coordinate system (N=0; E=0; H=0). The second point
measured determines the direction of the positive N -
axis.
The distance between the two points must be at least 50
mm
The program can be used to deduce the three-dimensio-
nal local coordinates for the instrument station and the
orientation of the horizontal circle from measurements
to 2 target points. To compute the position coordinates,
at least 4 elements (2 distances and 2 directions) are
necessary.
The first point measured forms the centre of a local
coordinate system (N=0; E=0; H=0). The second point
measured determines the direction of the positive N -
axis.
The distance between the two points must be at least 50
mm
The program can be used to deduce the three-dimensio-
nal local coordinates for the instrument station and the
orientation of the horizontal circle from measurements
to 2 target points. To compute the position coordinates,
at least 4 elements (2 distances and 2 directions) are
necessary.
For simultaneous determination of the local station
elevation, height of instrumentand height of reflector
must already have been input.
elevation, height of instrumentand height of reflector
must already have been input.
The program allows measurement in single or dual-face
mode.
mode.
N
Local
E
0
N
0
E
Local
0°00'00"
(Local)