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.

point to be staked

ΔQ

H

PROG_Z09

NΔD

Pt1

E0

ΔH

N0

E

Values for ΔQ and ΔD will be updated each time a new distance is measured.

STAKE\ORTHOGONAL STAKE

14:03

Target no.

:

 

 

CURB

 

 

 

MC

Δ Q

 

 

:

 

 

0.012

m

 

 

Δ D

 

 

:

 

 

4.567

m

 

 

 

Δ Height

:FILL

0.102

m

 

 

 

Elevation

:

 

 

32.543

m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL

 

DIST

REC

 

TARGT

POSIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HELP

 

METHD

 

 

 

PLOT

 

 

 

 

 

F1

F2

F3

F4

F5

F6

Target no.

: Point number of the point to be

 

staked.

Δ Q

: Transversal displacement of the

 

reflector. Positive in sign if point is

 

right.

68

TPS-System 1000 Programs-2.3.1en

© Leica

Page 69
Image 69
Leica 1000Z01 user manual Transversal displacement, Reflector. Positive in sign if point is, Right