Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

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

of 109

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

Very large file: it may take a few minutes

The original of this document is very large (18.5 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

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
Noosa Spit SEMP Final Report                                                                            41
Numerical Modelling of Entrance Configurations




3.6     Entrance Configuration Assessment
        The Model has been used to investigate historical and conceptual river entrance configuration and
        the relationship with erosion potential at Dog Beach and lower river water levels under normal tidal
        conditions. In addition to the ‘existing’ (2019) case the following scenarios were considered:

        • 1986/87 ‘east-west’ aligned entrance channel condition, informed by historical aerial imagery.

        • 2010 ‘northeast-southwest’ aligned entrance channel condition, informed by historical aerial
          imagery and bathymetric survey data provided by Council.

        • Dog Beach breakthrough entrance condition, hypothetical breakthrough to Noosa Sound.

        • Post 1 in 100 (1%) Annual Exceedance Probability (AEP) river flood entrance condition, input
          design river flow conditions informed by the Noosa River Flood Study (WMA Water, 2017).

        The model representations of these bathymetric/morphological conditions are shown in

        The testing of each scenario involved the following steps:

        (3)    Update of the model bathymetry using the bathymetric representation of the entrance
               configuration of interest. In the case of the flood event, this involved simulating the
               morphological response to the design river flow with the 2019 bathymetry used to define the
               model ‘initial condition’.

        (4)    One-month simulation of sediment transport and morphology under typical tidal conditions.
               This allows the modelled bed to ‘warm-up’.

        (5)    Simulation of ‘normal’ spring and neap tidal conditions to understand the system response to
               the morphological change.

        The key findings are presented below and have been summarised using maps that illustrate the
        ‘impact’ (or difference) relative to the entrance condition in March/April 2019.




G:\Admin\B23636.g.mpb.NoosaSpit_SEMP\R.B23636.001.02.SEMP_final.docx
Log in to download the original file

2019-12-16 GC Agenda - Item 5 - Attachment 1 - Noosa Spit Shoreline Erosion Management Plan-Part 1(PDF, 18MB).pdf · 18.5 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

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”.