Faculty of the Built Environment; Department of Geomatics;
PROJECT BRIEF SHEET
PROJECT BRIEF / OBJECTIVES
Critically compare the 3D coordinates of a survey point using both post-processed
Differential (D)GNSS relative to national CORS infrastructure and Precise Point
Positioning (PPP) techniques. Your final coordinates from both techniques should be
quoted in ITM.
Trimble Buisness Centre (TBC) or Topcon Magnet (Magnet Tools) software can be
used to compute the DGNSS solution. Any one of the free online PPP services
(Trimble RTX, AUSPOS, CSRS-PPP, …) can be used to determine the PPP solution.
COMPLETION GUIDELINES
Assessment will be based on an individual report submission with a maximum word
count of 5,000 words of core content. The content should include a workflow diagram
of the processes involved in each processing technique.
table of content
(you can add some point if you possible)
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Introduction
GNSS
Planning GNSS Data ephemeris data (almanac)
Continuously Operating Reference System (CORC)
OSi RINEX data
Precise Point Positioning (PPP) post-processing services
RINEX format
METHODOLOGY (same example bout one point on DIT building D147)
TRANSFORMATION
RESULTS
CONCLUSIONS
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