Leica TPS - System 1000 1000Z01 Manuel D’Utilisation
68
TPS-System 1000 Programs-2.3.1en
© Leica
IV
EL
AH
OH
BS
SM
SO
Orthogonal Stakeout
Orthogonal offsets are computed using the baseline
between the last measured point and the instrument
station.
After the first distance measurement, the transverse and
longitudinal differences are displayed. If the elevation
of the stakeout point is available, the height difference
between the measured reflector and the point to be
staked is shown, and also the measured elevation of the
reflector point.
between the last measured point and the instrument
station.
After the first distance measurement, the transverse and
longitudinal differences are displayed. If the elevation
of the stakeout point is available, the height difference
between the measured reflector and the point to be
staked is shown, and also the measured elevation of the
reflector point.
Target no.
: Point number of the point to be
staked.
∆∆∆∆∆
Q
: Transversal displacement of the
reflector. Positive in sign if point is
right.
right.
STAKE\ORTHOGONAL STAKE
14:03
ALL
DIST
REC
TARGT POSIT
F1
F2
F3
F4
F5
F6
HELP
METHD
PLOT
MC
Target no.
:
CURB
∆
Q
:
0.012
m
∆
D
:
4.567
m
∆
Height
:FILL
0.102
m
Elevation
:
32.543
m
PROG_Z09
H
E
N
0
N
E
0
∆
H
Pt1
∆
D
∆
Q
Values for
∆
Q and
∆
D will be updated each time a new
distance is measured.
point to be staked