Static GPS

hillsidesurveyor · 2014-03-19T21:40:00Z

Hello,I would like to start by saying that I am a long time user of RTK GNSS with a single base station setup. I am fully aware of it's capabilities and precision tolerances and up until this point have not had the need to run static GPS to obtain tighter measurements than what can be obtained from the PROPER use of RTK. Just wanted to put that out there before I get slammed for being an RTK button pusher.Anyway I am looking to set some tight permanent control (4 to 6 points) around a municipality on a local county coordinate system on the NAD 83 (1991 adjustment). The 91 adjustment is preferred since that is what nearly all of the survey data in the area is referenced to.Being a complete novice when it comes to static GPS procedures I was wondering if anyone could help me out with step by step instructions on the proper procedures.Currently we have two Trimble R6 receivers (base and rover), is this enough to run a static GPS session or do we need another receiver to get more vectors?I am figuring we will need to purchase Trimble Business Center to properly post process the data, is this correct?There is currently an established NGS station nearby with published 91 adjustment coordinates that we have been using for the base station on our previous RTK work. I would like to use this point as the fixed known point of the static network if possible.Thanks in advance for any help you could provide, and excuse my lack of knowledge on this subject.

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GNSS & Geodesy

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jhframe

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billvhill, post: 448427, member: 8398 wrote: Also since one unit will be stationary for each radial session, OPUS can be used on that point, adding several OPUS solutions to the network.

Better yet, OPUS Projects.

Posted : September 28, 2017 2:03 pm

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Static GPS

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