Hydrodynamics and Sediment Transport in a Macro-Tidal Estuary: Darwin Harbour, Australia
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
FLOOD EXTENT and PEAK FLOOD SURFACE CONTOURS for 2100
707500E 710000E 712500E 715000E 717500E 720000E 722500E 725000E 11 1 0 2 26 23 18 Middle Arm Road 19 22 BLACKMORE 17 19 27 25 18 1 NOONAMAH 2 19 ELIZABETH and BLACKMORE RIVER 23 3 5 24 20 CATCHMENTS — Sheet 2 25 4 20 4 COMPUTED 1% AEP RIVER 3 Aquiculture Farm Ponds 26 26 21 21 22 (1 in 100 year) 5 Middle Arm Boat Ramp 25 6 24 7 1 23 FLOOD EXTENT and 2 8 22 16 14 18 23 22 9 15 20 13 21 PEAK FLOOD SURFACE 24 10 1 19 12 17 20 23 CONTOURS for 2100 1 3 4 18 25 6 11 21 24 This map shows the Q100 flood and floodway extents caused by a 1% Annual 1.5 10 2 19 1.25 5 Exceedance Probability (AEP) Flood event over the Elizabeth and Blackmore 8600000N 8600000N 1.25 2 25 Keleson Road River Catchments. The extent of flooding shown on this map is indicative only, 17 Middle Arm Road 2 2 Strauss Field 26 hence, approximate. This map is available for sale from: 3 1.5 9 26 3 27 Land Information Centre, 1 1 8 27 3 1 2 Department of Lands, Planning and the Environment 3 1 3 7 16 1.5 1 3rd Floor NAB House, 71 Smith Street, Darwin, Northern Territory, 0800 28 29 29 Finn Road Finn 1.25 T: (08) 8995 5300 Email: [email protected] 6 30 2 28 31 GPO Box 1680, Darwin, Northern Territory, 0801. 3 31 15 4 5 14 27 33 This map is also available online at: 7 32 30 RIVER 6 7 8 10 35 www.nt.gov.au/floods http://nrmaps.nt.gov.au 9 13 11 12 8 26 32 Legend 2.5 4 5 25 34 3 24 6 Flood extent 3 7 24 8 23 Floodway, depth >2 metres (or velocity x depth > 1) 9 23 22 3 1.25 10 Peak flood surface contour, metres AHD 3 22 10.5 21 Creek channel / flow direction 21 20 Limit of flood mapping -
5 Potential Impacts and Mitigation – Water Quality
5 POTENTIAL IMPACTS AND MITIGATION – WATER QUALITY The approach adopted for this study to evaluate potential water quality impacts associated with the proposed discharge relied on the application and interpretation of calibrated far-field, two-dimensional hydrodynamic (HD) and advection dispersion (AD) modelling tool built using MIKE21. This modelling was supported, guided and informed by a range of data and other relevant information. These data, the work conducted, and key findings are presented below. 5.1 Numerical Modelling Numerical modelling was used to simulate the transport, dilution and dispersion of the proposed discharge at Gunn Point and surrounding waters. The proposed discharge was modelled (see Appendix A) as a conservative tracer. This allows the dilution and dispersion of the effluent to be understood. The numerical modelling, and therefore the modelled tracer concentrations, can be considered conservative for the following reasons: Biological and physical processes such as the deposition of particulate material or the take up of bioavailable nutrients or absorption by sediments and algal mats (microphytobenthos) growing on the sediments of the significant intertidal areas in and around Shoal Bay are not included in the modelling. Three-dimensional turbulent dispersion associated with wave action has not been included in the modelling. Because the model was very computationally demanding, all scenarios were undertaken in 2D. However, during the model calibration and sensitivity testing, 3D simulations were carried out to confirm the mixing processes were resolved appropriately. The strong tidal currents and shallow water mean the site is well mixed, and the 3D modelling did not provide significantly different results. 5.1.1 Simulation Scenarios The model was run for two separate years: June 2005 – May 2006 inclusive May 2016 to April 2016 inclusive Whilst tropical conditions are highly variable, 2005-2006 was considered a ‘typical’ wet season, and 2016- 2017 a season with higher than average rainfall. -
Weddell Design Forum a Summary of the Outcomes of a Workshop to Explore Issues + Options for the Future City of Weddell
Weddell Design Forum A Summary of the Outcomes of a Workshop to explore Issues + Options for the future City of Weddell 27 September - 1 October 2010 Darwin Convention Centre, Darwin A report to the Northern Territory Government from the consultant leaders of the Weddell Design Forum NOVEMBER 2010 Sustainable, Liveable Tropical, Contents Foreword By 2018, Palmerston will be at capacity, vacant blocks around Introduction 1 Darwin will be developed. Darwin is one of the fastest growing cities in Australia. While much of this growth will be absorbed by The Site + Growth Context 2 in-fill development in Darwin’s existing suburbs and new Palmerston suburbs, we have to start planning now for the future growth of the Community Input 4 Territory. Special Interest Groups 5 Our children and grandchildren will want to live in houses that are in-tune with our environment. They will want to live in a community Key Issues for Weddell 6 that connects people with schools, work, shops and recreation Scenarios 9 facilities that are within walking distance rather than a car ride away. Design Outcomes 10 Achieving this means starting now with good land use planning, setting aside strategic transport corridors and considering the Traffic + Streets 26 physical and social services that will be needed. Indicative Development Costs 27 The Weddell Conference and Design Forum gave us a blank canvas Conclusions + Recommendations 28 on which to paint ideas, consider the picture and recalibrate what we had created. Weddell Design Team 30 It was a unique opportunity rarely experienced by our planning professionals and engineers to consider the views of the community, the imagination of our youth and to engage with such a range of experts. -
Public Environmental Report
Darwin 10 MTPA LNG Facility Public Environmental Report March 2002 Darwin 10 MTPA LNG Facility Public Environmental Report March 2002 Prepared for Phillips Petroleum Company Australia Pty Ltd Level 1, HPPL House 28-42 Ventnor Avenue West Perth WA 6005 Australia by URS Australia Pty Ltd Level 3, Hyatt Centre 20 Terrace Road East Perth WA 6004 Australia 12 March 2002 Reference: 00533-244-562 / R841 / PER Darwin LNG Plant Phillips Petroleum Company Australia Pty Ltd ABN 86 092 288 376 Public Environmental Report PUBLIC COMMENT INVITED Phillips Petroleum Company Australia Pty Ltd, a subsidiary of Phillips Petroleum Company, proposes the construction and operation of an expanded two-train Liquefied Natural Gas facility with a maximum design capacity of 10 million tonnes per annum (MTPA). The facility will be located at Wickham Point on the Middle Arm Peninsula adjacent to Darwin Harbour near Darwin, NT. The proposed project will include gas liquefication, storage and marine loading facilities and a dedicated fleet of ships to transport LNG product. A subsea pipeline supplying natural gas from the Bayu-Undan field to Wickham Point and a similar, but smaller 3 MTPA LNG plant were the subject of a detailed Environmental Impact Assessment process and received approval from Commonwealth and Northern Territory Environment Ministers during 1998. The environmental assessment of the expanded LNG facility is being conducted at the Public Environmental Report (PER) level of the Northern Territory Environmental Assessment Act and the Commonwealth Environmental Protection (Impact of Proposals) Act. The draft PER describes the expanded LNG facility with particular emphasis on its differences from the previously approved LNG facility and addresses the potential environmental impacts and mitigation measures associated with the project. -
New PPGIS Research Identifies Landscape Values and Development
Mapping Community Landscape Values and Development Preferences in and around Darwin Harbour Tom D. Brewera,b, Michael M. Douglasc a Northern Institute, Charles Darwin University, Darwin, Northern Territory, 0909, Australia ([email protected]). b Australian Institute of Marine Science, Arafura Timor Research Facility, 23 Ellengowan Dr., Brinkin, Northern Territory, 0810, Australia. a Research Institute of Environment and Livelihoods, Charles Darwin University, Darwin, Northern Territory, 0909, Australia. Background Results Darwin Harbour is a highly val- Development Preferences ued and contested place; the A total of 647 development ‘Jewel in the Crown’ of the preference sticker dots were Northern Territory. placed on the supplied maps by 80 respondents. The catchment is currently ex- periencing significant develop- ‘No development’ was, by far, ment and further industrial and the highest scoring develop- tourism development is ex- ment preference (Figure 7). pected, as outlined in the cur- rent draft Regional Land Use Plan1 (Figure 1) tabled by the Northern Territory Planning Figure 1. Darwin Harbour sec- Figure 7. Average scores (of a possi- tion of the development plan ble 100) for each of the development Commission. overview map1 Results preferences. Landscape Values Despite its obvious iconic value and significant use by locals Preference for industrial and visitors alike, there is no representative baseline data on To date 136 surveys have been returned from the mail-out question- development is clustered what the residents living within the catchment most value in naire to 2000 homes. Preliminary data entry and analysis for spatial around Palmerston and and around Darwin Harbour. landscape values and development preferences has been conduct- East Arm (Figure 8). -
Download Date 28/09/2021 05:31:59
Dugong Status Report and Action Plans for Countries and Territories Item Type Report Authors Eros, C.; Hugues, J.; Penrose, H.; Marsh, H. Citation UNEP/DEWA/RS.02-1 Publisher UNEP Download date 28/09/2021 05:31:59 Link to Item http://hdl.handle.net/1834/317 Figure 5.1 – The Palau region in relation to the Philippines and Indonesia. used to give dugong ribs to a carver who had died performed mainly at night from small boats powered with recently. Locally crafted jewellery from dugong ribs was outboard motors (>35hp). Most dugongs are harpooned on sale at a minimum of four stores in Koror in 1991. At after being chased. A hunter who used to dynamite least two of the retailers knew that this was illegal (Marsh dugongs (Brownell et al. 1981) claimed that he had et al. 1995). This practice had stopped by 1997 (Idechong ceased this practice in 1978. The hunters interviewed in & Smith pers comm. 1998). 1991 maintained that nets are never used to catch The major threat to dugongs in Palau is poaching. dugongs, although some of them knew that netting is an Although hunting is illegal, dugongs are still poached effective capture method. All the hunters were aware that regularly in the Koror area and along the western coast of killing dugongs is illegal. Their overwhelming motive for Babeldaob (Figure 5.2). The extent and nature of hunting hunting is that it is an exciting way to obtain meat. The was investigated by Brownell et al. (1981) and Marsh et illegality adds to the thrill. -
Crustacea: Decapoda: Atyidae
Zootaxa 4695 (1): 001–025 ISSN 1175-5326 (print edition) https://www.mapress.com/j/zt/ Article ZOOTAXA Copyright © 2019 Magnolia Press ISSN 1175-5334 (online edition) https://doi.org/10.11646/zootaxa.4695.1.1 http://zoobank.org/urn:lsid:zoobank.org:pub:54231BE1-08B9-492E-8436-3A3B1EF92057 Caridina biyiga sp. nov., a new freshwater shrimp (Crustacea: Decapoda: Atyidae) from Leichhardt Springs, Kakadu National Park, Australia, based on morphological and molecular data, with a preliminary illustrated key to Northern Territory Caridina JOHN W. SHORT 1, TIMOTHY J. PAGE 2 & CHRISTOPHER L. HUMPHREY 3 1 BioAccess Australia, PO Box 662, Burpengary Qld 4505, Australia. E-mail: [email protected] 2 Australian Rivers Institute, Griffith University, Nathan, Qld 4111, Australia. E-mail: [email protected] 3 Supervising Scientist Branch (Heritage, Reef and Marine Division), Department of Environment & Energy, PO Box 461, Darwin, NT 0801, Australia. E-mail: [email protected] Abstract Caridina biyiga sp. nov. is described from Leichhardt Springs, Kakadu National Park, Northern Territory, Australia, based on morphological and molecular data. The new species is highly distinctive among its congeners in having the dactylus of pereiopod 5 similar to the dactyli of pereiopods 3–4 and lacking the comb-like row of spiniform setae typical of the genus. The branchial formula is also distinctive for the genus in lacking an arthrobranch at the base of pereiopod 1 and in having a vestigial epipod on maxilliped 1. Despite the distinctive morphology of the new species, the molecular data did not provide strong support for the recognition of a new genus. -
Darwin Harbour Region Other Projects and Monitoring 2011
Darwin Harbour Region Other Projects and Monitoring 2011 www.greeningnt.nt.gov.au Darwin Harbour Region Other Projects and Monitoring 2011 This report was edited by Julia Fortune and John Drewry. Articles were provided by staff at the following: (1) Department of Natural Resources, Environment, The Arts and Sport, (2) the Museum and Art Gallery of the Northern Territory, (3) the Department of Planning and Infrastructure, (4) Charles Darwin University (CDU) and (5) the Australian Institute of Marine Science (AIMS). Aquatic Health Unit. Department of Natural Resources, Environment, The Arts and Sport. Palmerston NT 0831. Website: www.nt.gov.au/nreta/water/aquatic/index.html This report can be cited as: J. Fortune and J. Drewry (Editors). 2011. Darwin Harbour Region Research and Monitoring 2011. Department of Natural Resources, Environment, The Arts and Sport. Report number 18/2011D. Palmerston, NT, Australia. Specifi c articles can be cited as: Paper author (2011). Paper Title in “Darwin Harbour Region - Research and Monitoring” edited by Julia Fortune and John Drewry pp. Report 18/2011D. Department of Natural Resources, Environment, The Arts and Sport. Palmerston, NT, Australia. Disclaimer The information contained in this report comprises general statements based on scientifi c research and monitoring. The reader is advised that some information may be unavailable, incomplete or unable to be applied in areas outside the Darwin Harbour region. Information may be superseded by future scientifi c studies, new technology and/or industry practices. © 2011 Department of Natural Resources, Environment, The Arts and Sport. Copyright protects this publication. It may be reproduced for study, research or training purposes subject to the inclusion of an acknowledgement of the source and no commercial use or sale. -
8 Oceanic Process and Natural Features
EAW Expansion Project DEIS 8 8 Oceanic Process and Natural Features This chapter reports on the local physical oceanographic processes (Section 8.1); the potential impacts that the proposed dredging and coastal construction works are expected to impose on the oceanographic processes (Section 8.2); the management of impacts (Section 8.3); and project commitments (Section 8.4). The understanding of the potential impacts is mainly based on interpretation of hydrodynamic and wave model outcomes, as well as on numerical simulations of dredging and spoil disposal activities. 8.1 Existing Environment Darwin Harbour (Figure 8-1) is a large ria system, or drowned river valley, formed by post-glacial marine flooding of a dissected plateau. The Harbour was formed by rising sea levels about 6000 to 8000 years ago. The Harbour has a surface area of about 500 km2. In its southern and south-eastern portions, the harbour has three main components: East, West and Middle Arms, which merge into a single unit, along with the smaller Woods Inlet, before opening into Beagle Gulf to the north. The harbour extends for more than 30 km along this north-north-east – south-south-westerly oriented axis. The Elizabeth River flows into East Arm, while the Darwin and Blackmore rivers flow into Middle Arm. Freshwater inflow into the Harbour occurs from January to April, when estuarine conditions prevail in all areas (Hanley, 1988). The Darwin region is in general characterised by low, flat plateaus with an average elevation of about 15 m AHD, and occasional rises of up to 45 m AHD. -
Coastal Offset Strategy
Coastal Offset Strategy Strategy Document No.: X075-AH-STR-0001 Security Classification: Unrestricted Issued for Use Revision Date Issue Reason Prepared Checked Endorsed Approved 8 25/06/2021 Issued for Use B Davis J Carle D Robotham V Ee This document has been approved and the audit history is recorded on the last page. Coastal Offset Strategy RECORD OF AMENDMENT Revision Section Amendment 1 - Re-issue for information 2 - Re-issue for information 3 - Re-issue for information 4 - Re-issue for information 5 - Revision withdrawn Tables 3-1 and 3-6 Update completion status of Long-term monitoring of coastal 6 Sections 3.3 and dolphins in Darwin Harbour and the abundance and 3.3.1 distribution of dugongs in the Northern Territory Revised to reflect approved variation to Condition 11a, Table 3-1 and 3-8 changing “Conservation management of marine megafauna in Sections 3.1.1 and the western Top End” to “Conservation management of 3.4.2 dugongs, cetaceans and threatened marine matters of 7 national environmental significance in the Top End”. Updated to reflect current status and planned works for Section 4 Conditions 11b and 11c Sections 1.2,2,4 Updated to reflect Conditions 11b and 11c variation 23 June 8 Figure 4.1 2021 Issued for Use Document No: X075-AH-STR-0001 ii Security Classification: Unrestricted Revision: 8 Last Modified: 25/06/2021 Coastal Offset Strategy DOCUMENT DISTRIBUTION Copy Name Hard Electronic no. copy copy 00 Document Control X X 01 Department of Agriculture, Water and the Environment X 02 03 04 05 06 07 08 09 10 NOTICE All information contained within this document has been classified by INPEX as Unrestricted and must only be used in accordance with that classification. -
Modelling the Tidal and Sediment Dynamics in Darwin Harbour, Northern Territory, Australia
Modelling the Tidal and Sediment Dynamics in Darwin Harbour, Northern Territory, Australia Li Li School of Physical, Environmental and Mathematical Sciences The University of New South Wales Canberra, ACT, 2600, Australia A thesis submitted in fulfillment of the requirements for the degree of Doctor of Philosophy August 2013 ii ABSTRACT The suspended-sediment dynamics in Darwin Harbour, Northern Territory Australia, were investigated using a combination of field measurements and numerical modelling. After analysing the harbour’s geophysical characteristics from the field data and an extensive literature review, a hydrodynamic model for the harbour was built using the Finite Volume Coastal Ocean Model (FVCOM), a model suited to coastal ocean simulation. This model was then coupled in this study to the estuarine suspended- sediment model (ESSed) of Wang (2002) to produce the FVCOM-ESSed model. Both the hydrodynamic and sediment-transport components were calibrated using the field data on sea-surface level, current velocity and suspended-sediment concentration. The sediment-transport model focuses on suspended sediments, with improvements that allow wetting-drying processes, different bathymetry types and a variable thickness of the fine-sediment layer on the harbour bed to be included. The combined hydrodynamic and sediment model provides a reasonable simulation of the tidal and suspended-sediment dynamics in the harbour. Numerical experiments using this model were then designed to determine the effect of the mangrove areas and tidal flats in Darwin Harbour on the tides and tidal asymmetry, and subsequently, on the suspended-sediment dynamics. This study shows that the hydrodynamics of Darwin Harbour are driven mainly by tides, with the effects of wind and rivers small. -
NT Appendix 2B.1
Sampling HydroTel Polling Shelter Sensor Type Sensor Type Sensor Type Sensor Solar Hours Site Site Name Data Logger Modem Comms Platform Shelter Serial Rain Gauge Regulator Time Stage Afternoo Site Type Range Panel with no Morning IP 1 2 3 Number (min) (mm) n change G0010005 Ranken River at Soudan Homestead iRIS 350 Beam RST600 N/A Shaft Encoder 10 10 Reactive G0050115 Hugh River at South Road Crossing iRIS 350 Beam RST600 DialUp HS AD375A ( Absolute) HS TB 2 (0.5mm) 10 6:30 14:30 Reactive G0050116 Finke River at South Road Bridge X-ing iRIS 350 Beam RST600 DialUp HS WL3100 Pressure Transducer Druck PTX 1400 (250 Bar) HS 23 SL 10m HS TB 3 (0.5mm) 10 6:30 14:30 Reactive G0050117 Palmer River at South Road Crossing iRIS 350 Beam RST600 DialUp HS AD375A ( Absolute) 15 6:30 14:30 Reactive G0050140 Finke River at Railway Bridge iRIS 350 Beam RST600 DialUp HS AD375A ( Absolute) 15 6:30 14:30 Reactive G0060005 Trephina Creek at Trephina Gorge SDS N/A N/A Shaft Encoder TB1 (0.5mm 10 10 Reactive G0060008 Roe Creek at South Road Crossing iRIS 320 (internal) IP Mode HS AD375A ( Absolute) 10 1h Reactive G0060009 Todd River at Anzac Oval iRIS 320 (internal) IP Mode HS AD375A ( Absolute) 10 30min Reactive G0060017 Emily Creek Upstream Undoolya Road iRIS 320 (internal) IP Mode HS AD375A ( Absolute) 10 1h Reactive G0060040 Todd River at Amoonguna iRIS 320 (internal) IP Mode HS AD375A ( Absolute) 10 1h Reactive G0060041 Todd River Rocky Hill iRIS 320 (internal) IP Mode HS AD375A ( Absolute) 10 1h Reactive G0060046 Todd River at Wigley Gorge iRIS 320 (internal)