Spectra Precision Survey Pro v5.4 - Manual (Page 108)

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Editing Manual Shots
All manual shots performed in traverse/sideshot, repetition shots or leveling
(single- or three-wire) may be edited from within the Raw Data Viewer:
• In the Raw/Data Viewer, tap and hold the stylus on the desired observation
and select Edit Manual Shot Data. This opens the Enter Shot Data window
showing the measurements currently stored for this observation.
• Correct the measurements as desired and then tap .
Following this action, the observation is automatically updated with the
measurements you have just modified and all the points affected by this
change are re-calculated as well.
Memo for GNSS Users
Assuming the following:
• A receiver profile has been created previously so you can use your RTK rover
in a network.
• If you are using a “network rover”, a network has also been defined
previously for the purpose of receiving corrections from an IP server. (No
network profile needs to be created if you are using a “rover” receiving
corrections from a base via radio.)
• A new job file needs to be created in which a known coordinate system and
a geoid are used.
Then proceed as indicated below:
• Turn on your receiver.
• Start Survey Pro on the data collector.
• Create a job in which you select the coordinate system and geoid used.
• Tap the instrument icon and select Switch to GNSS.
• Go to Survey >Start Survey.
• Select the receiver profile prepared earlier for your rover.
• Select the network used (skip this step if you are using a “rover”, and not
a “network rover”).
• Tap Connect.
• Wait until the rover receives data from the base.
• Confirm/change the point where the base is located.
• Set acceptance criteria for all your measurements.
• Make sure the receiver continuously delivers a “Fixed” position solution.
(You may also go to Survey > GNSS Status to check the GNSS reception
status and then come back to Survey > Data Collection.)
• Start collecting your data (points, offset points, lines). Data may be
collected using one epoch of data (always the case when collecting data
along a line), or by averaging the position through a static occupation on
each point.