Territory Stories

Arafura swamp water resources study

Details:

Title

Arafura swamp water resources study

Creator

Williams, D.; Chudleigh, I.; Jolly, P.

Collection

E-Publications; E-Books; PublicationNT; Report ; 45/2003

Date

2003

Description

Made available via the Publications (Legal Deposit) Act 2004 (NT).

Notes

Date:2003

Language

English

Publisher name

Dept. of Infrastructure, Planning and Environment

Place of publication

Darwin

Series

Report ; 45/2003

File type

application/pdf.

Copyright owner

Check within Publication or with content Publisher.

Parent handle

https://hdl.handle.net/10070/229247

Citation address

https://hdl.handle.net/10070/673198

Page content

24 Figure 25: Wet season tide velocities at G8250007 The series of graphs show a distinct seasonality in the influence of flood and ebb tides. In the dry season both the mouth (G8250006) and upstream (G8250007) records show a slight tendency to be flood tide dominant. That means, that the velocities are higher on the incoming tide (i.e. flood tide) than the outgoing tide (i.e. ebb tide). This behavior means that in the dry season sediments will tend to be pumped or moved upstream. In the wet season during flood events the mouth becomes slightly ebb tide dominated while the upstream tides are severely dampened by the floodwaters. This behaviour means that the wet season will be responsible for exporting sediments from the estuary. A series of satellite images spanning 20 years show that the estuary is expanding, with the upper zone cutting toward the swamp. Grazing and changes in vegetation occurring in this zone may have hastened this process. Comparison of a 1980 satellite image to a 2000 image (Figures 27 and 28) indicates that the estuary has extended headward (i.e. towards the swamp) by approximately 4km over 20 years. This figure gives an average rate of extension of 200 metres per year. At this rate tidal waters may reach the pool at Murwangi (G8250003) by 2025. Further work is required to identify management options to control this headward expansion of the tidal channels of the Glyde River. Modelled Velocity -1.000 -0.800 -0.600 -0.400 -0.200 0.000 0.200 0.400 0.600 0.800 1.000 1.200 36800 36805 36810 36815 36820 36825 36830 36835 36840 Time (days) Ve lo ci ty (m /s ) velocity


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