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Static GNSS survey control network in TBC
Hello. First post here.
IÛªm working on processing a static GNSS survey control network in TBC (v3.61). I have done this using LGO (several years ago), so I understand the general process. Static data includes ties to existing control stations and to newly set control stations. The network ties will include 4 CORs. The processing will include the following steps:
Û¢ Process the baselines – Includes running baseline processing reports, loop closures, and disabling dependent baselines.
Û¢ Adjust the network constraining to the CORs at the published Epoch (2010).
Û¢ Constrain the network to published 1991.35 epoch based on the field ties to the existing ground control stations.
Û¢ Final elevations will be per a precise leveling run holding a published benchmark.Some questions:
– Are there any non-obvious project settings that could create bad or false results?
– Should we constrain to control prior to processing the baselines? IÛªm thinking this would be done after the baselines have been processed.
– Should the static and CORs baselines be processed separately?
– Should all of the baselines between the CORs be treated as dependent (trivial) and be disabled?So far IÛªve processed both the static and CORs baselines together. All of the baselines processed successfully, but all of the stations are flagged as failed with points being out of tolerance up to 10 feet. Is this normal with multiple CORs being processed or does something need to be done prior to continuing with the network adjustment?
My apologies for the long post, just trying to provide enough information up front. Thanks in advance for any input.
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