Leica Geosystems GPS System 500 - Technical Reference Manual - Manual (Page 214)

214 7. Measuring with System 500 Technical Reference Manual-4.0.0en
Start+Dst+Bg+V/H
The line is defined by a start point, a
horizontal distance and bearing from
the start point and the ratio of vertical
increment over horizontal increment.
Enter/Select LocalE, Local N and
Ortho Hgt for the start point as
described in Start+Endpoint.
Enter the horizontal Distance to the
end point. This end point will be an
artificial point. If no value other than
zero is given, a default of 100m will
be taken.
Enter the horizontal Bearing to the
end point, through which the line
passes.
Enter the Slope V/H values. These
are defined as described in the
diagram.
Start+Dist+Bg+Hgt
The line is defined by a start point, a
horizontal distance and bearing from
the start point and the height
difference between the start point and
artificial end point.
Enter/Select LocalE, Local N and
Ortho Hgt for the start point as
described in Start+Endpoint.
Enter the horizontal Distance to the
end point. This end point will be an
artificial point. If no value other than
zero is given, a default of 100m will
be taken.
Enter the horizontal Bearing to the
end point, through which the line
passes.
Enter the Height Difference (Hgt Diff)
between the start point and the
artificial end point.
When you have entered the method
by which you wish to define the line
and the necessary parameters, press
CONT (F1) to continue.
The new line is displayed. Press
CONT (F1) to select the line for
orientation.