Kolida KTS-470 R Series, Руководство пользователя

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●Upload Roads Design data from serial port
Horizontal alignment data, vertical alignment data and cross section data for
Alignment lay out can be uploaded from serial port.
●Point Setting-Out
The standard setting out program calculates bearing and distance, displays offsets from
occupied point to lay-out point after each measurement. Coordinates of set-out points
can be saved and differences downloaded in the fill-cut files.
Note that the scale factor defined under the SETUP will be used in the calculation of
setting out distances.
●Strings Setting Out
Setting out of points by string (point code) allows the setting out of points on a line
created in design software.
● Road Setting Out
Two options allow the setting out of points by chainage and offset from a road
alignment. Refer to Road Alignment.
●Traverse Adjustment
The Bowditch adjustment method is used to adjust a recorded traverse. The traverse is
defined by entering start and end points and the intermediate points are determined
from foresight observations.
●Resection
Computation of coordinates from known points. The method of calculation is
dependent on the data available. Either two points with angles and distances, or three
points with angles only are required. Where more than three points and up to
maximum of 10 points are available the least squares method is used.
Note that the scale factor defined under the SETUP function will be used is the
calculation.
●Occupied Point Elevation Computation
Computation of the occupied point elevation by single observation to a known point.
●Intersections
Coordinates calculation from two known points, with either bearings or distances.
●Inverse
Computation of bearing and distance between 2 known points, Note that the scale
factor defined under the MENU function will be used in the calculation of distances.