STAR*NET V6 - Circe
STAR*NET V6 - Circe
STAR*NET V6 - Circe
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Example of Leveling Data<br />
Chapter 5 Preparing Input Data<br />
Leveling data can be added to other data in a 3D adjustment. This data can be entered to<br />
supply vertical observations to all stations in a network, to some of the stations in a<br />
network, or to add vertical redundancy to stations already being defined by other kinds of<br />
observations such as zenith angles or elevation differences.<br />
Any station named in leveling data, however, must also have other data present which<br />
will define its horizontal location. Therefore, a station in a 3D adjustment named only in<br />
an “L” line will cause an error and the adjustment will terminate.<br />
The example data below illustrates leveling information that may be integrated with<br />
some other data in a 3D adjustment.<br />
# Leveling Data<br />
LW 0.08<br />
L 33-79 2.546 1798<br />
L 79-80 -4.443 931<br />
L 79-81 0.231 855 'Bench 81-1987<br />
L 80-132 1.322 2509 0.14<br />
L 92-93 -5.024 752<br />
LW 0.05 # Changing the default weighting<br />
L 12-15 0.244 1245<br />
LW 0.15 TURNS # Changing to weighting based on turns<br />
L 12-19 3.145 3<br />
etc...<br />
Assuming that units for this project is meters, the first “LW” line indicates that the<br />
standard error per unit length is set to 0.08 Meters/Km. The actual standard error used<br />
for any elevation difference observation in an “L” line is then propagated from this 0.08<br />
value and the distance between stations.<br />
On the “L” line describing observations between stations “80” and “132” an explicit<br />
standard error value of 0.14 meters is given. This actual standard error value will be used<br />
for the observation rather than a propagated value.<br />
The last “LW” line illustrates entering a standard error per turn. The actual standard<br />
error used for subsequent “L” lines will be propagated based on the 0.15 meters/turn<br />
value and the number of turns entered.<br />
Note that when viewing a plot diagram of a network containing leveling observations,<br />
straight lines are drawn between stations containing these observations even though in<br />
reality, these lines are likely made up of many turning points which may wander as the<br />
survey did, perhaps around a hill for example.<br />
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