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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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