Skip to the record
The first. The best. The only NoosaWatch™.

Original source · versioned page text

2019-12-16 GC Agenda - Item 5 - Attachment 1 - Noosa Spit Shoreline Erosion Management Plan-Part 2

of 63

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Text sections have not been matched to the original PDF pages. Use the original document to check page numbers.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
4.2 System Communication and Calibration
After the POS MV system was installed and all cables connected, basic system
communication tests were conducted to ensure that all sensors composing the POS MV were
receiving or sending data. This included checking whether the Marinestar navigation aiding
solution was being received.
The figure below shows an example of Marinestar reception in POSView, the online interface
associated with the POS MV. Fields within the User Interface (UI) were monitored for
changing values and reception of the Marinestar signal is shown in the Nav Status field.




Figure 11: POS MV Communication and Integration Tests – Marinestar integration received successful,
                      IMU, PGNSS and SGNSS received successfully.



Communication between the POS MV and the ET6205 TPU were also tested.
The heading solution for the system was already established from previous work with this
vessel and mount system. The POS MV heading solution (and associated vector between
antennas) is called a GNSS Azimuth Measurement System (GAMS). The final values derived
are as follows: X = 0.022m, Y = -2.005m, and Z = 0.008m.
Another vector derived from the data is the Primary GNSS antenna to the survey Reference
Point (selected as the target on top of the IMU). This vector was manually measured but
further refinement was possible through analysing the POS MV data acquired during the
various survey days. The final values derived are as follows: X = -0.220m, Y = 1.034m, and Z
= -0.971m.
Finally, a combination of physical measurements and design drawings for the USM mount
were used to derive a final lever arm vector for the Reference Point to the Acoustic Centre of
the ET6205. This vector is required to provide proper motion compensation and positioning
for the MPES data. The final values derived are as follows: X = -0.063m, Y = 0.401m, and Z =
1.764m.




13                             Noosa Council - Noosa River Survey                       20.06.2019
Log in to download the original file

2019-12-16 GC Agenda - Item 5 - Attachment 1 - Noosa Spit Shoreline Erosion Management Plan-Part 2(PDF, 8MB).pdf · 8.2 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.