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8 RTK Mapping<br />

8.2.4 Accuracy Considerations<br />

Your RTK system has been designed to achieve centimeter levels of<br />

accuracy. There are a number of important tools incorporated within<br />

the system to help achieve this. However, to ensure ultimate quality, it<br />

is imperative that good data collection procedures are followed.<br />

In considering accuracy requirements, it is important to determine<br />

whether or not the data being collected is to be associated with data<br />

collected by other means. In most instances, the data collected by your<br />

RTK system is required for incorporation into an existing GIS. This<br />

GIS usually stores its current data in terms of a common underlying<br />

coordinate system, such as a national grid or local coordinate system.<br />

The following factors have an effect on ensuring the required levels of<br />

accuracy are obtained:<br />

precision estimates<br />

calibrating to existing control points<br />

geoidmodels<br />

Precision estimates<br />

Your RTK system computes values that provide an estimate of the<br />

quality of the GPS position that is being derived. These values provide<br />

estimates of the precision associated with the location of the phase<br />

center for your roving receiver’s GPS antenna.<br />

You can make valuable use of these precision estimates during your<br />

RTK data collection activities. They can be used when configuring<br />

your roving receiver to indicate precision tolerances (or masks). A<br />

position is not logged if it does not fall within the assigned tolerances.<br />

Separate precision tolerances can be set for the horizontal and vertical<br />

components of the position. Precision tolerances are further split to<br />

enable separate settings to be made for positions collected as a result<br />

of static or roving techniques. Static and roving techniques are<br />

described later in Data Collection, page 197.<br />

192 TSC1 Asset Surveyor Operation Manual

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