Map of Waternsw Dams

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LITHGOW CARCOAR DAM BLUE MOUNTAINS DAMS OBERON DAM PROSPECT RESERVOIR WARRAGAMBA DAM SYDNEY N E P E A N R I V E R BROUGHTONS PASS WEIR WORONORA PHEASANTS DAM NEST WEIR CATARACT DAM NEPEAN DAM AVON DAM WOLLONGONG BOWRAL CORDEAUX DAM WINGECARRIBEE RESERVOIR FITZROY FALLS RESERVOIR GOULBURN TALLOWA DAM R CANBERRA E IV R N E V A LH A O H S GOONDWINDI BOGGABILLA WEIR R I C C TYRE R L H ACIN IVER A TOONUMBAR DAM M R M E N O MUNGINDI C N E D LISMORE R R I I V VE E R R R E V PINDARI DAM I R MOREE A S IR RIVE E O YD R VE ER G W R V L G N I U RIV R C ER O G E GRAFTON R RW R BA ON A RIV BOURKE ER W WALGETT COPETON DAM WEE WAA N AMOI RIVER NARRABRI R COFFS HARBOUR E B SPLIT ROCK DAM V I C O R M A ARMIDALE G S A O A T C O R N L E Q R V E R I R R R LE A G U AC AY P I E N V KEEPIT DAM M R I A A COONAMBLE IV L E E R R G R P R A I D E H E R E R L I V I R V TAMWORTH E I E V R E R R KEMPSEY COBAR WILCANNIA NYNGAN CHAFFEY DAM WARREN BROKEN HILL TAREE ANNING R GLENBAWN DAM M IVER MENINDEE LAKES DUBBO GLENNIES CREEK DAM MUSWELLBROOK BURRENDONG DAM H LOSTOCK DAM UN TER RIV ER MAITLAND WILLAND WINDAMERE DAM RA CREEK NEWCASTLE LAKE CARGELLIGO CONDOBOLIN LAKE BREWSTER ORANGE FORBES BE LU B ULA RIVER CARCOAR DAM LITHGOW RYDAL DAM R E 1 IV R OBERON DAM N COWRA LA N 2 H E 1. BLUE MOUNTAINS DAMS C P SYDNEY LA E 2. PROSPECT RESERVOIR WARRAGAMBA DAM A WENTWORTH N 12 R 3 3. WORONORA DAM GRIFFITH I WYANGALA DAM 11 V WENTWORTH WEIR/LOCK 10 E 4. CATARACT DAM HAY R 7 4 5. CORDEAUX DAM ER LEETON EUSTON BALRANALD M EE RIV BOWRAL WOLLONGONG URRUMBIDG 6. AVON DAM TOMBULLEN STORAGE 6 5 8 7. NEPEAN DAM EUSTON WEIR/LOCK 15 BURRINJUCK DAM 9 8. WINGECARRIBEE RESERVOIR COLEAMBALLY K E GOULBURN E 10 R NOWRA 9. FITZROY FALLS RESERVOIR E C DW O 10. TALLOWA DAM A YANC T R WAGGA WAGGA U D R RIV M E 11. PHEASANTS NEST WEIR M E V U R U I R R R T A N 12. BROUGHTONS PASS WEIR Y CANBERRA R E RI V B I V KEY I V E LL A R DENILIQUIN A E B BLOWERING DAM H O R NG L C A Weir RE O EK H S ALBURY Dam HUME DAM COOMA BRO GO River R I V BROGO DAM E R Town/city BEGA Sydney catchment area.

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Port Macquarie to Coffs Harbour Progress
COFFS Preferred route HARBOUR 0 5.0 10.0 Coffs Harbour Bypass Kilometres LEGEND (MAIN MAP) Upgraded highway completed Orara West State Forest Highway under construction BOAMBEE Dorrigo Existing Pacific Highway National Park B onv ille SAWTELL Location of interchange Tuckers Nob reek State Forest C Local roads Railway Pine Creek Bongil Bongil Rivers/creeks/waterways National Park National park/State forest/Nature reserve Pine Creek State Forest Waterfall Way Interchange Bonville Bypass r Town ive r R nge Belli Old Pacific Highway B e d l a l o in R g ll e a rf r R te Waterfall Way interchange iv a e W Bellinger River r National Park Waterfall Way S o Tarkeeth u URUNGA th State Forest A rm R oad g Riv n er Gladstone la a State Forest K Bridge over Kalang River Newry State Forest Existing Jaaningga Ganay Ballards Road interchange Pacific Nature Reserve Highway Nature Reserve ad Ro d s Not to scale ar l l a B OPEN TO TRAFFIC Nambucca Heads Interchange Overbridge East West Road y d a a D lw e o i ep Cre a R Bollanolla e Nambucca Heads to Urunga R VALLA e t k y c s State Forest i a a BEACH v r o w e C h S g h Bridge over Deep Creek i t r ek H re o Viewmont C c i y N g f State Forest Bog i c a P g Nambucca Heads interchange n i t s i x E Rest area Nambucca State Forest NAMBUCCA d a r o e HEADS R v i t R s a a k c e o e c r C u C d b e l e m O a N Stuarts Point Road Interchange w e N North facing ramps at Macksville Not to scale MACKSVILLE Bridge over Nambucca River ay ailw ast R Co Bald Hill Road Interchange th or N Station Street Bald Hill
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Statistical Areas Level 4 & 3
Statistical Areas Level 4 & 3 108 Mid North Coast, NEW SOUTH WALES 104104 110110 CoffsCoffs NewNew EnglandEngland HarbourHarbour -- andand GraftonGrafton NorthNorth WestWest 1080210802 KempseyKempsey -- NambuccaNambucca 108108 MidMid NorthNorth CoastCoast 1080410804 1080310803 PortPort MacquarieMacquarie LordLord HoweHowe IslandIsland 1080510805 TareeTaree -- GloucesterGloucester 1080110801 GreatGreat LakesLakes 10801 Great Lakes Statistical Area 3 108 0 200 Based on ASGS 2011 Statistical Area 4 Mid North Coast © Commonwealth of Australia, 2010 Kilometres Statistical Areas Level 3 & 2 10801 Great Lakes, NEW SOUTH WALES 1080510805 TareeTaree -- GloucesterGloucester Tuncurry Forster 1080110801 GreatGreat LakesLakes Forster-Tuncurry Region Smiths Lake ( ( Bulahdelah 1060110601 Bulahdelah - Stroud LowerLower HunterHunter 1060310603 PortPort StephensStephens Forster Statistical Area 2 0 20 Based on ASGS 2011 10801 © Commonwealth of Australia, 2010 Statistical Area 3 Great Lakes Kilometres Major Roads Statistical Areas Level 3 & 2 10802 Kempsey - Nambucca, NEW SOUTH WALES 1040210402 CoffsCoffs HarbourHarbour 1100111001 ArmidaleArmidale VallaValla BeachBeach ( Nambucca Heads Region NambuccaNambucca HeadsHeads MacksvilleMacksville -- MacksvilleMacksville ( ScottsScotts HeadHead 1080210802 KempseyKempsey -- NambuccaNambucca SouthSouth WestWest RocksRocks Kempsey Region SmithtownSmithtown ( Kempsey CrescentCrescent HeadHead ( 1080410804 PortPort MacquarieMacquarie Statistical Area 2 Kempsey 0 20 Based on ASGS 2011 10802 © Commonwealth of Australia,
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Professionals Australia's Response on Behalf of Members in Relation to The
Professionals Australia’s response on behalf of members in relation to the proposed restructure PA met with engineers who work in the Engineering Division on two occasions at WNSW Parramatta offices with members dialling-in from regional NSW. PA encouraged members to put forward their professional views on the proposed restructure on whether it addressed existing problems. PA has received some very detailed responses from our members. It is clear there is a high level of concern that the restructure will have undesired impacts on both employees and the functions of Engineering. Many members have taken the opportunity to respond directly to the WNSW email address set up for feedback. This submission does not repeat those comments. This submission is concerned with the first order issue – Does the restructure enhance the undertaking of engineering functions by WaterNSW or not? The next level of concerns which appear to be the main focus of the input provided via the WNSW email are the detail of position descriptions and the arrangements for filling the structure. We understand such matters have also attracted a large number of comments and concerns from members. However, those issues arise only when the first order issue is satisfied. The focus of this submission is whether the restructure has accurately identified the deficiencies and whether the proposal will address those deficiencies. What can a restructure address? A restructure can address issues such as resourcing levels, specific function focus and functional alignment. It cannot address issues caused by dysfunctional organisational behaviour, lack of effective processes, etc. Does the restructure enhance engineering functions at WNSW? The view of WNSW engineers is that overall the restructure will not result in the enhanced performance of the engineering functions required by WNSW.
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Coffs Harbour Sediment Modelling and Investigation
COFFS HARBOUR SEDIMENT MODELLING AND INVESTIGATION Luke McAvoy Undergraduate Engineer (Civil) Griffith School of Engineering, Griffith University, Gold Coast, Australia Daniel Rodger Senior Engineer Water Technology Pty Ltd, Brisbane, Australia ________________________________________________________________________ Abstract Water Technology has teamed with Griffith University as a part of the Industrial Affiliates Program to complete a Sediment Modelling Investigation for Coffs Harbour. The harbour at Coffs Harbour has been infilling with sediment since breakwall construction and reclamation linked two nearshore islands with the mainland in the 1920s, interrupting the Longshore Sediment Transport (LST) pathway. The harbour has become a sand sink; sand is entering the harbour and then cannot be removed by natural processes. Following on from previous reports from Carley (2005) and Lord (1984), the investigation has used the latest numerical modelling software, volumetric analysis programs and analytical methods for LST estimation to investigate the effects of the harbour on sediment transport. The effect of the breakwall orientation on wave height and particle velocity for different incident wave directions was investigated using a MIKE 21 Flexible-Mesh Spectral Wave model. The model predicted bottom water particle velocities throughout the harbour and mapped potential accumulation hotspots and sediment pathways. Bathymetric surveys spreading 118 years were analysed with the volumetric analysis program 12D Model. The results showed sand accumulating within the harbour in the lee of the eastern breakwall after its construction, as predicted in the MIKE model. This shoal built up to a uniform level before extending across the entire width of the harbour. Each periodic bathymetric comparison showed the sediment extending further within the harbour as a „wave‟.
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Weekly Report 17 April 2019
River Murray Weekly Report For the week ending Wednesday, 17 April 2019 Trim Ref: D19/22129 Rainfall and inflows Conditions were dry across the Murray-Darling Basin this week, with almost the entire basin devoid of any rainfall (map 1). The Bureau of Meteorology (BoM) is forecasting negligible rain over the coming 8 days. Map 1. Murray-Darling Basin rainfall map week ending 17 April 2019 (Source: Bureau of Meteorology) Flow in the upper Murray tributaries continued to recede this week. The flow in the upper Mitta Mitta River at Hinnomunjie Bridge reduced from 210 ML/day to 180 ML/day. The upper Murray at Biggara eased from 240 ML/day to 220 ML/day. Downstream of Hume Reservoir, inflow from the Kiewa River at Bandiana receded from 380 ML/day, to the current flow of 240 ML/day. Flow in the Ovens River at Wangaratta averaged 240 ML/day. In the northern Basin, flows resulting from rain over some upper catchments in recent weeks are continuing to move steadily downstream along various tributaries. The most significant flows resulted from rain over the far north of the Basin that generated flood flows along the upper Warrego River. These flows are now moving through the lower Warrego and spreading out through the large distributary network, including along the Cuttaburra Channel that connects flow across to the Paroo River. These flows are recharging wetlands and providing welcome benefits to a fairly parched region of the northern Basin, but are expected to provide little if any significant connecting flow through to the Darling River.
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Synopis Sheets MURRAY DARLING UK
Synopsis sheets Rivers of the World THE MURRAY- DARLING BASIN Initiatives pour l’Avenir des Grands Fleuves The Murray-Darling Basin Australia is the driest inhabited continent on the planet: deserts make up more than two thirds of the country. 90% of the population is concentrated in the southeast, around the Murray-Darling basin and on the coast. This basin is the country’s largest hydrographic network, with a surface area of 1,059,000 km² (14% of the Australian territory), stretching from the Australian Alps to the Indian Ocean. Although it harbours 70% of Australia’s irrigated land and 40% of its agricultural production, it is not spared from water shortages that now affect the rest of the country due to climate change and a lifestyle and economy that consume considerable volumes of water. A laboratory for adapting to water stress The origins The River Murray, called “Millewa” by the Aboriginal traditional owners, has been central to human livelihoods for over 40000 years. Its exploitation was then accelerated in the 19 th century, first as a navigable waterway and as a means for trading by European and other settlers. Development of the river basin quickly led to the degradation of an already fragile ecosystem. In addition to droughts, massive use of the rivers’ waters, firstly for irrigation, and the transformation of the land through grazing and deforestation contributed to the salinisation ot the land and waters. The basin has always seen great variability: severe droughts and floods, that are being accentuated with climate change. 2013, 2014, 2015, 2017 and 2018 have seen some areas in the basin with the hottest temperatures ever recorded.
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October 2010
1 ASHET News October 2010 Volume 3, number 4 ASHET News October 2010 Newsletter of the Australian Society for History of Engineering and Technology th Reservoir, was approved in 1938 and completed in 1940. Preliminary University of Queensland’s 100 geological work for a dam on the Warragamba finally commenced in Anniversary 1942. A dam site was selected in 1946. The University of Queensland and its engineering school are celebrating Building the dam their 100th anniversary this year. Naming the members of the first Senate Excavation work on the Warragamba Dam started in 1948 and actual in the Government Gazette of 16 April 1910 marked the foundation of the construction of the dam began in 1950. It was completed in 1960. It was University. It was Australia’s fifth university. built as a conventional mass concrete dam, 142 metres high and 104 The University’s foundation professor of engineering was Alexander metres thick at the base. For the first time in Australia, special measures James Gibson, Born in London in 1876, he was educated at Dulwich were taken to reduce the effects of heat generated during setting of the College and served an apprenticeship with the Thames Ironworks, concrete; special low-heat cement was used, ice was added to the concrete Shipbuilding and Engineering Company. He became an Assocaite during mixing, and chilled water was circulated through embedded pipes Member of the Institution of Civil Engineers in 1899. He migrated to during setting of the concrete. Shanghai in that year, and came to Sydney in 1900, where he became a The dam was designed to pass a maximum flow of 10,000 cubic fitter at Mort’s Dock.
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Sydney Water in 1788 Was the Little Stream That Wound Its Way from Near a Day Tour of the Water Supply Hyde Park Through the Centre of the Town Into Sydney Cove
In the beginning Sydney’s first water supply from the time of its settlement Sydney Water in 1788 was the little stream that wound its way from near A day tour of the water supply Hyde Park through the centre of the town into Sydney Cove. It became known as the Tank Stream. By 1811 it dams south of Sydney was hardly fit for drinking. Water was then drawn from wells or carted from a creek running into Rushcutter’s Bay. The Tank Stream was still the main water supply until 1826. In this whole-day tour by car you will see the major dams, canals and pipelines that provide water to Sydney. Some of these works still in use were built around 1880. The round trip tour from Sydney is around 350 km., all on good roads and motorway. The tour is through attractive countryside south Engines at Botany Pumping Station (demolished) of Sydney, and there are good picnic areas and playgrounds at the dam sites. source of supply. In 1854 work started on the Botany Swamps Scheme, which began to deliver water in 1858. The Scheme included a series of dams feeding a pumping station near the present Sydney Airport. A few fragments of the pumping station building remain and can be seen Tank stream in 1840, from a water-colour by beside General Holmes Drive. Water was pumped to two J. Skinner Prout reservoirs, at Crown Street (still in use) and Paddington (not in use though its remains still exist). The ponds known as Lachlan Swamp (now Centennial Park) only 3 km.
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EIS 418 Rsi;1] Upper Brogo Mine Development: Environmental
EIS 418 rsi;1] Upper Brogo Mine Development: environmental impact statement i OD qu Th3/O7II UPPER BROGO MINE 0 DEVELOPMENT ENVIRONMENTAL IMPACT STATEMENT N.S.W. DEPARTMENT OF filgrFRAL JCES C.M. STEELE & ASSOCIATES fl UPPER BROGO MINE DEVELOPMENT . ENVIRONMENTAL IMPACT STATEMENT . C1M1 STEELE & ASSOCIATES 418 S S S UPPER BROGO MINING LEASE APPLICATION 39 S ENVIRONMENTAL IMPACT STATEMENT . FOR TWIN HILLS MINING N. 'Al,DEPARTMENT OF KRV UL 3CS ri - IJ) kJO S 0 Li • SECTION PAGE BACKGROUND INFORMATION 1/1 Location of Works 1/1 Nature and Extent of Works 1/1 Figure 1 : Map of Brogo District 1/1A • Figure 2 : Map of Brogo Catchment and Mining Lease 1/1B Tenure and Zonings 1/2 Existing Land Use 1/3 Figure 3 : Aerial Photograph of Mining Lease After Rain 1/3A Figure 4 : Map of Mining Lease MLA 39 1/3B 2 PROPOSED DEVELOPMENT 2/1 Construction Works 2/1 Proposed Mining Method 2/2 Figure 1 : Process Schematic 2/2A Extraction Process 2/3 • Staging and Progression 2/4 Table 1 1st Year Development Program 2/4 Exposed Areas 2/5 Hours of Operation 2/5 Proposed Workforce Numbers 2/5 Proposed Use of Disturbed Areas After Mining 2/5 • Access to Site and Roadworks 2/6 Proposed Transportation Arrangements 2/7 Table 2 : Vehicles to be Used 2/7 Table 3 : Number of Trips 2/7 Services 2/8 • 3 OBJECTIVES OF PROPOSED DEVELOPMENT 3/1 4 EXISTING ENVIRONMENT 4/1 Geology and Soils 4/1 Table 1 : Size of the Separates of the Soil 4/3 .
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Ewater SOFTWARE CONFERENCE 2017 MODELLING ENVIRONMENTAL WATER DEMAND in Ewater SOURCE
eWATER SOFTWARE CONFERENCE 2017 MODELLING ENVIRONMENTAL WATER DEMAND IN eWATER SOURCE Authors: Mahmudul Haque, Golam Kibria & Mahes Maheswaran Presented by: Dr Mahmudul Haque, CPEng, NER Hydrologist, WaterNSW WaterNSW: We are Australia's largest water supplier We own and operate 42 large dams, pipelines and the state’s rivers We supply water to regional towns, irrigators, Sydney Water Corporation and local water utilities We develop infrastructure solutions for water supply security and reliability Website: http://www.waternsw.com.au/home 2 Outline: Macquarie Valley Environmental flow requirements Environmental flow rules Modelling in eWater Source Results 3 Macquarie Valley: Burrendong = Koala 74000 km2 4 ENVIRONMENTAL FLOW REQUIREMENTS Environmental Water/Flow (in a year): Two distinct types (Burrendong Dam): 1. Environmental Water Allowance (EWA)/Plan Water Total: 160 GL/year (not license, has GS characteristics) - 96 GL as translucent flow -If GS allocation is 28%, - 64 GL as active flow then EWA has same 28% allocation 2. Adaptive Environmental Water(AEW)/Held Environmental-It can also carryoverWater(HEW) water Total: 174.5 GL/year up to 100% as like GS - 48.5 GL as NSW purchase GS license - 126 GL Commonwealth Govt. purchase GS license 6 Environmental Water/Flow (in a year): Burrendong dam: (i) The Macquarie EFRG sought and received approval for changes to the apportionment between Active and Translucent components from 40%/60% to 60%/40% in the mid-2000s. The releases from the Active component and any other held environmental water are typically made as recommended by the EFRG . (ii) Releases from the Translucent sub-allowance are generally consistent with WSP triggers.
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Fisheries Management (Authority to Fish Silver Perch) Order 2007
Fisheries Management (Authority to Fish Silver Perch) Order 2007 As at 18 January 2008 I, the Minister for Primary Industries, make the following Order under section 221IA of the Fisheries Management Act 1994. Dated, this 17th day of December 2007. Minister for Primary Industries Explanatory note The silver perch is listed as a vulnerable species (which is a category of threatened species) under the Fisheries Management Act 1994. The Act enables the Minister for Primary Industries to make an order authorising a class of persons to carry out an activity that may result in harm to a threatened species, population or ecological community or damage to its habitat, subject to the Minister's compliance with the requirements of Subdivision 1A of Division 6 of Part 7A of the Act. The object of this Order is to authorise recreational fishers to fish for silver perch in specified waters, subject to compliance with any applicable fishing regulatory controls. This Order is made under section 221IA of the Fisheries Management Act 1994. 1 Name of Order This Order is the Fisheries Management (Authority to Fish Silver Perch) Order 2007. 2 Commencement This Order takes effect on the day that it is published in the Gazette. 3 Activities authorised by this Order (1) Recreational fishers may take silver perch, or possess silver perch taken, from the following bodies of water, or carry out any routine activity in that connection, subject to compliance with any applicable fishing regulatory controls: Ben Chifley Dam Jounama Pondage Blowering Dam Keepit Dam Burrendong Dam Lake Albert Burrinjuck Dam Lake Wyangan Chaffey Dam Pindari Dam Copeton Dam Split Rock Dam Glenbawn Dam Windamere Dam Glennies Creek Wyangla Dam Dam Googong Dam Yass Weir (2) In this clause, "fishing regulatory controls" has the same meaning as in Division 5 of Part 5 of the Environmental Planning and Assessment Act 1979.
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Regional Water Availability Report
Regional water availability report Weekly edition 7 January 2019 waternsw.com.au Contents 1. Overview ................................................................................................................................................. 3 2. System risks ............................................................................................................................................. 3 3. Climatic Conditions ............................................................................................................................... 4 4. Southern valley based operational activities ..................................................................................... 6 4.1 Murray valley .................................................................................................................................................... 6 4.2 Lower darling valley ........................................................................................................................................ 9 4.3 Murrumbidgee valley ...................................................................................................................................... 9 5. Central valley based operational activities ..................................................................................... 14 5.1 Lachlan valley ................................................................................................................................................ 14 5.2 Macquarie valley ..........................................................................................................................................
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