News

SNOWY 2.0 UPDATE

18/07/2024

The Snowy Delivery team has completed 570,000 cubic metres of excavation of the Talbingo intake. The intake is where water will exit and enter the tailrace tunnel, connecting the lower Talbingo reservoir to the underground power station
Excavation of the Marica surge shaft has reached 95 metres. Mechanical excavation including rock breakers and excavators continues, with drill and blast methods also being used. Once complete, the 28 metre-wide and 250 metre-deep surge shaft will be used for water storage and pressure relief when the power station starts up, and to absorb the momentum. The Marica surge shaft will be one of the largest shafts of its type in the world
Excavation of the gate shaft at Tantangara is complete, with drill and blast work to excavate the transition tunnels linking it and the intake well advanced. The gate shaft is used to stop and start the flow of water into the headrace tunnel and power station for maintenance purposes or in the case of an emergency

Tunnel Boring Machines (TBMs)

Florence

Florence is the TBM excavating the 16 kilometre headrace tunnel, which will connect the underground power station to the upper Tantangara reservoir

Following a seven-week operation to use ultra high pressure water jetting to remove very hard rock preventing the TBM from progressing, TBM Florence restarted excavation on Thursday 11 July

The Snowy delivery team expects highly variable ground conditions to continue ahead of TBM Florence, which will mean progress will continue to vary, particularly as the TBM navigates the curve leading to the main tunnel alignment

Lady Eileen Hudson

TBM Lady Eileen Hudson, which has completed the 2.8 kilometre main access tunnel to the power station, is now excavating the 6 kilometre tailrace tunnel, which will connect the underground power station to the lower Talbingo reservoir

The machine is progressing well and is approximately 3.0 kilometres into the tailrace tunnel

A conveyor belt extension and service modifications have recently been carried out so excavations to join the tailrace tunnel with the Talbingo intake excavation can commence

Kirsten

Kirsten is the TBM excavating the 1.6km Inclined Pressure Shaft (IPS – connecting the underground power station to the headrace tunnel that leads to the upper Tantangara reservoir), having already completed the 2.9km emergency, cable and ventilation tunnel

TBM Kirsten has installed 14 trial tunnel lining rings in the IPS using locally manufactured concrete segments specifically designed for the high water pressures that will be experienced in the IPS

Tunnelling of the IPS will be a pioneering engineering challenge, with the shaft’s incline reaching a steep 47 percent

News

SNOWY 2.0 AND TBM FLORENCE UPDATE – JUNE 2024

01/07/2024

At Tantangara in the NSW Snowy Mountains, we’re building critical infrastructure for Snowy 2.0, the major pumped-hydro expansion of the Snowy Scheme.

In the headrace tunnel, specialist contractors are continuing to conduct hydro blasting work to remove rock pinching on the shield of tunnel boring machine (TBM) Florence.

The Snowy 2.0 team stopped TBM Florence in May when extremely hard and abrasive rock conditions wore down cutter disks on the edge of the cutterhead very quickly as it traversed a curve in the tunnel.

In recent weeks we have moved TBM Florence forward in small increments several times and the machine remains fully operational.

The high pressure hydro blasting breaks up and disintegrates the surrounding rock so TBM Florence can navigate the curve onto the straight headrace tunnel alignment.

In the June project update, Snowy 2.0 tunnel engineer Nick Chapman, who oversees tunnel design and provides technical engineering support for construction activities, highlights progress at the Tantangara Reservoir intake and gate shaft, along with underground works to connect the two.

The gate shaft is one of the key structures in the overall Tantangara intake system, which also includes the intake diffuser, tunnel transitions and headrace tunnel.

The main function of the gate shaft is to stop and start the flow of water into the headrace tunnel and power station for maintenance purposes or in the case of an emergency.

Now the gate shaft is excavated, work is focused on the two transition tunnels either side.

These tunnels are well advanced, with the full length of the top heading complete and excavation to the invert on schedule for completion in July.

The intake is now approximately 45 metres deep – the remaining excavation is being coordinated with work on the third transition tunnel.

The next stage of the intake earthworks will involve the removal of the temporary “rock plug” and excavation into Tantangara reservoir, to allow water to flow through the intake and into the headrace tunnel.

That’s something to look forward to in future updates!

News

TBM FLORENCE UPDATE – 12 JUNE

12/06/2024

High pressure water jetting continues to be used to remove rock impinging on the shield of Snowy 2.0 tunnel boring machine (TBM) Florence at Tantangara.

The TBM was halted by the project team in extremely hard and abrasive rock conditions on 16 May, with specialist contractors commencing on 21 May.

The high pressure water jetting technique to remove the rock is ongoing and working well.

We expect highly variable ground conditions to continue ahead of TBM Florence in the headrace tunnel.

Water jetting device mounted on the TBM cutterhead, with the machine’s shield on the left of the image and the rock on the right. The device directs a high-pressure water stream at the rock, causing the rock to break apart and disintegrate.

News

TBM FLORENCE UPDATE – 30 MAY

30/05/2024

The use of high pressure water jets to remove rock impinging on the shield of tunnel boring machine (TBM) Florence at Tantangara is continuing.

This technique, conducted by specialist contractors since 21 May, is working well, with a device mounted on the cutterhead directing a high-pressure water stream at the rock, which breaks apart and disintegrates.

We halted TBM Florence’s excavation of the Snowy 2.0 headrace tunnel in extremely hard and abrasive rock conditions on 16 May. Cutter disks on the edge of the cutterhead wore down very quickly and this, coupled with a curve in the tunnel, caused rock to pinch on the TBM’s shield.

We made the decision to stop tunnelling to ensure we did not damage TBM Florence.

The Snowy 2.0 project teams are monitoring progress of the rock removal so we can restart excavation.

We expect variable ground conditions to continue ahead of TBM Florence in the headrace tunnel, which will connect Tantangara Reservoir with the 2,200 megawatt Snowy 2.0 power station.

News

SNOWY 2.0 PROJECT UPDATE – MAY 2024

28/05/2024

In this month’s update, discover what it takes to support a huge construction operation like Snowy 2.0, as we build a 2,200 megawatt pumped hydro power station, more than 27 kilometres of waterway tunnels and other infrastructure.

While drill and blast activities, rock bolting and shotcreting continue underground, excavators work on the intakes and specialist crews operate the tunnel boring machines (TBMs), there are hundreds of people providing critically important support services.

Andrea Musacchio, Services Assurance Manager for Snowy 2.0, takes a look at what goes on behind the scenes of Snowy 2.0.

A major project component is managing truck and light vehicle logistics.

This includes thousands of road safety inspections annually, more than 260 bus trips taking workers to and from site each week and about 780 heavy vehicle movements, such as the distinctive segment trucks carrying locally manufactured tunnel lining segments for the TBMs.

The security team work at the gatehouse controlling site access and scan more than 6,000 people and 3,000 vehicles each week.

There are 20 heavy vehicle convoys a day at Lobs Hole, all managed by traffic controllers.

So far there have been more than 130 escorted loads of very large components delivered to site, some more than 7 metres wide. Few see these loads because they’re completed at night to minimise impact on the local communities and other road users.

The Snowy 2.0 General Services team of 190 people provide support functions that are vital to the day-to-day running of the project.

With a workforce of 3,000 people, many of whom are based onsite, the cleaners are kept busy with almost 2,000 room cleans a week.

And it’s not surprising that there’s 75 caterers – they’re cooking more than 36,000 meals a week. That’s 17,000 eggs, 900 kilos of bacon and 2 and a quarter tonnes of sliced watermelon, just for starters.

The General Services crew conduct repairs and preventative maintenance around the camp facilities and also provide a site bus service that completes around 1,500 trips a week.

Trainers and fitness instructors help organise sporting competitions and oversee thousands of gym visits every month, while the community team provides workforce engagement and communication. There are also hundreds of people in offices managing administration, invoicing and documentation, and organising meetings, rosters and site visits.

News

UPDATED SNOWY 2.0 BUSINESS CASE REVISES NPV UPWARD TO $3BN

24/05/2024

Snowy Hydro is pleased to release the updated Snowy 2.0 business case presenting the project’s key revenue streams and value to the National Electricity Market (NEM).

Marsden Jacob Associates (MJA), a long-standing expert in modelling the NEM, was re-engaged in mid-2023 by Snowy Hydro to provide updated NEM modelling as input to the updated business case.

While the economic drivers at the time of the project’s Final Investment Decision (FID) in December 2018 have not changed, there are a number of updates and these include:

Revised total cost to complete of $12 billion and a delay to the commercial operation date to December 2028.
Delivery of an additional 200 megawatts or 10% capacity; bringing total capacity to 2,200 MW.
Increased Snowy 2.0 generation, reflecting the greater penetration of variable renewable generation (wind and solar).

The value of Snowy 2.0 to the NEM has increased since FID in December 2018, to $3.0 billion from $2.8 billion. Its completion is critical to supporting the NEM’s decarbonisation and reliability targets.

Snowy Hydro has already contracted 1.75 gigawatts (GW) of wind and solar supply which enabled 2.9GW of wind and solar projects. Snowy 2.0 will enable at least another 6GW of renewable energy through its ability to “firm” the intermittent wind and solar energy and transform this energy into cost-effective, reliable electricity supply.

The 350 gigawatt hours (GWh) of energy storage provided by Snowy 2.0 through its pump/generate function provides a meaningful step towards the 640GWh of storage identified by AEMO in its 2022 Integrated System Plan as being crucial to absorbing surplus renewable production and maintaining supply during periods of low renewable output.

Located in the NSW Snowy Mountains, Snowy 2.0 is 57% complete, with a workforce of 3,000 achieving good progress across the construction worksites.

At Lobs Hole, tunnel boring machine (TBM) Lady Eileen Hudson has excavated approximately 2km of the 6km tailrace tunnel, and world-leading TBM Kirsten is about to embark on the Inclined Pressure Shaft (IPS) excavation on a steep uphill drive of 1.6km. Stage 2 drill and blast excavation of the power station caverns continues.

When completed, the machine and transformer halls will form one of the largest and deepest caverns in the world, 800 metres underground.

More than 570,000 cubic metres of material has been excavated at the Talbingo intake – where water will exit the tailrace tunnel into Talbingo Reservoir and enter the tunnel when in pumping mode.

At Tantangara, the intake is three metres away from its fully excavated depth of 55 metres and the tunnel linking the intake and gate shaft is underway. TBM Florence is more than 850 metres into the headrace adit.

With progress slowing in very hard rock, the Snowy 2.0 project team ceased excavation by TBM Florence due to rock pinching on the machine’s shield. A specialist contractor has commenced work using high pressure water jets to remove the rock impinging on the machine’s shield.

The 28-metre wide headrace surge shaft at Marica is excavated to a depth of 85 metres, on its way to 250 metres.

The precast factory at Polo Flat, Cooma, is manufacturing concrete tunnel lining segments installed by the TBMs. More than 104,000 have been produced, along with 450 of the 7,000, nine-tonne bespoke segments for the IPS that utilise innovative force activated couplers.

The Snowy 2.0 updated business case was assessed following the revision to the project’s schedule and costs announced in August 2023.

The updated Snowy 2.0 business case is available here.

News

TBM FLORENCE UPDATE – 21 May

21/05/2024

With progress by tunnel boring machine (TBM) Florence in the headrace tunnel slowing in very hard and abrasive rock on Wednesday 15 May, the project ceased excavation by the TBM on Thursday 16 May due to rock pinching on the machine’s shield. This update on TBM operations was provided within 24 hours of the machine being stopped.

The Snowy 2.0 project team sought immediate advice from a specialist contractor with experience at other Australian projects with the same TBM situation. Today the contractor commenced work using high pressure water jets to remove the rock impinging on TBM Florence’s shield.

Timing for estimated recommencement of excavation will be determined on the successful removal of the rock.

The next TBM Florence update will be provided in the week commencing Monday 27 May.

News

TBM FLORENCE UPDATE

16/05/2024

Tunnel boring machine Florence has been ramping up excavating the Snowy 2.0 headrace tunnel, recently reaching 12 metres per day for a period.

With progress slowing in very hard rock on Wednesday 15 May, today (16 May) the Snowy 2.0 project team ceased excavation by the TBM due to rock pinching on the machine’s shield.

We are currently investigating the best way to relieve this pressure prior to recommencing excavation.

News

SNOWY 2.0 PROJECT UPDATE – APRIL 2024

01/05/2024

Snowy 2.0 is a major pumped-hydro expansion of the Snowy Scheme and at Marica, high in the Snowy Mountains, a very wide and deep surge shaft connecting to the Snowy 2.0 headrace tunnel is being built.

The surge shaft has two key purposes for the operation of a hydro power station: as a water storage and vacuum relief when the power station starts up, and to absorb the momentum of water movement within the headrace when the power station is shut down.

The Marica surge shaft is about 28 metres in diameter and is currently over 80 metres deep.

During its construction the walls of the shaft are supported temporarily by rock bolts and shotcrete and once it is excavated to its full depth of 250 metres, a permanent concrete lining will be installed from the bottom up.

We are excavating the shaft with a number of excavation methods, including using 36-tonne excavators that place loads of material into kibbles. This material is lifted out and dropped into a dump truck.

An integrated work platform and personnel hoist is in the final stages of commissioning to provide worker access now the shaft is becoming very deep.

In the latest project update, civil engineer and Snowy 2.0 project manager, Richard Clarke, details the significant work undertaken constructing Marica Trail to create a new permanent access road into the surge shaft site.

Marica Trail provides safe, all weather access for traffic, including heavy vehicles.

Building in steep terrain was challenging and required specialised rope access workers to install ground support for safety and stability.

The road has been very carefully constructed in a tight envelope. It’s 6.5 km long, with an elevation change of about 320 metres from top to bottom and multiple water crossings have been created, including over the Eucumbene River.

Over at Tantangara, drill and blast excavation to join the intake and gate shaft is underway from both structures. The transition from the intake changes shape as it is excavated to become the connection tunnel to the gate shaft.

At the same time, we have started drilling and blasting from the gate shaft to merge into the headrace tunnel alignment excavated by TBM Florence.

When completed, water will enter the headrace tunnel from the intake, on its way to the power station.

Snowy 2.0 is being engineered to deliver clean and reliable energy storage and generation for the next 150 years. The target date for commercial operation of all units is December 2028, with first power expected in the second half of 2027.

Update – Thursday 2 May

Reports today that tunnel boring machine (TBM) Florence has stopped tunnelling are incorrect.

TBM Florence remains fully operational and is now more than 800 metres into excavation of the Snowy 2.0 headrace tunnel at Tantangara. The TBM has operated successfully since its restart on 8 December 2023 and has moved through identified soft ground into hard rock.

The total distance tunnelled by all three Snowy 2.0 TBMs across the pumped-hydro renewable energy project is approximately nine kilometres.

As provided in evidence at two recent Senate Estimates hearings, Snowy Hydro has been investigating options to de-risk the headrace tunnel construction by excavating from the other end. This work remains ongoing.

News

RESPONSE TO NPA REVIEW OF SNOWY 2.0 ENVIRONMENTAL PERFORMANCE

12/04/2024

Snowy Hydro acknowledges and thanks the National Parks Association of NSW’s ongoing attention to matters relevant to Kosciuszko National Park, including the construction of Snowy 2.0.

As a longtime operator of the Snowy Scheme within Kosciuszko National Park, we recognise the park is a sensitive environment with high conservation values that require protection. We continue to seek ways to make positive contributions to Kosciuszko National Park through actions such as road improvements and a $100 million investment to improve the biodiversity and recreational values of the park.

Snowy Hydro takes its environmental management obligations very seriously and we are absolutely committed to ensuring that the construction and operation of Snowy 2.0 is carried out in a manner that is compliant with all applicable laws and project approvals.

The NPA refers to Snowy 2.0 environmental management plans, the project’s Independent Environmental Audits (IEAs), and state government compliance actions.

There are six management plans yet to be approved and these relate to the management of environmental impacts during the Snowy 2.0 commissioning and operations phase only, which is a couple of years away, not current construction activities. Despite this, progress of each of these plans is well advanced and are either awaiting input from relevant stakeholder organisations or are being revised following formal feedback. Snowy Hydro is actively engaging with the Department of Planning, Housing and Infrastructure (DPHI) on the progress of each plan.

Snowy Hydro undertakes more IEAs than are required under the project approvals due to the sensitive nature of the environment and the scope of the Snowy 2.0 project. Of the 12 non-compliances identified from 372 elements assessed under the most recent IEA, none caused any actual harm and all are being rectified as a matter of priority.

The Snowy 2.0 project has been the subject of several compliance actions by EPA and DPHI over the last two years and in each case, important lessons have been learned that have informed improvements to policies, procedures and site practices. Snowy Hydro continues to take these matters very seriously and implement steps to ensure that identified incidents do not happen again.

Snowy 2.0, a pumped-hydro expansion of the Snowy Scheme, will provide 2,200 megawatts of on-demand, dispatchable energy and almost a week of renewable energy storage to help maintain grid security and reliability while enabling Australia’s decarbonisation.

News

HAVE YOUR SAY: SNOWY HYDRO LAUNCHES COMMUNITY INSIGHTS CAMPAIGN

05/04/2024

Snowy Hydro is launching a community insights campaign to better understand the social impacts of the Snowy 2.0 project.

The campaign seeks to engage and connect with community members across south-eastern NSW to gather insights, opinions, and experiences related to Snowy Hydro operations and the Snowy 2.0 project.

Through an online survey available at www.snowyhydro.com.au/haveyoursay, we invite residents, stakeholders, and interested parties to share their perspectives and help shape the future of their communities. A series of focus groups, one-on-one meetings, phone surveys and community pop-up stalls will support the online survey.

“This campaign reiterates Snowy Hydro’s commitment to transparent and inclusive community engagement,” said Snowy Hydro CEO Dennis Barnes.

“We value the input of our community members and recognise the importance of understanding their needs and concerns.”

The survey, which will be open until 5 May 2024, covers a range of topics, including community sentiment, perceptions of the Snowy 2.0 project, and suggestions for improving Snowy Hydro’s community engagement efforts. Participation is open to individuals aged 18 and above who reside or own property in the Snowy Monaro, Snowy Valleys, Towong, Bega Valley and surrounding local government areas.

“We encourage you to take part in this survey and contribute to the dialogue surrounding the Snowy 2.0 project and its impact on our communities,” added Mr Barnes.

“Your feedback will be important in informing Snowy Hydro’s social impact strategy and community engagement initiatives.”

Throughout April, Snowy Hydro representatives will engage with stakeholders in key regional towns, fostering open conversations about Snowy Hydro’s operations and future priorities. The consolidation of survey findings is planned for June 2024, with a publication of key results expected in July 2024.

For more information or to participate in the survey, please visit www.snowyhydro.com.au/haveyoursay.

Additionally, feedback or inquiries can be directed to Snowy Hydro via phone at 1800 623 776 or email at community@snowyhydro.com.au

News

SNOWY 2.0 PROJECT UPDATE – MARCH 2024

03/04/2024

This month we’ll update you on tunnel boring machine (TBM) Kirsten, which is putting Snowy 2.0 at the forefront of TBM tunnelling innovation, along with the unique concrete segments she will install as part of the inclined pressure shaft excavation and lining.

Damon Miller, Senior Engineering & Quality Manager for Snowy 2.0, works with the design, manufacturing and construction teams to plan and deliver the engineering solutions behind Snowy 2.0, the pumped hydro expansion of the Snowy Scheme.

Building the inclined pressure shaft (IPS) will be a unique and technically challenging engineering feat for the project team

After finishing the 2.9 kilometre Emergency Cable and Ventilation Tunnel, TBM Kirsten has been substantially modified for her next critical role excavating the IPS.

This very steep, 1.6 kilometre, 10 metre diameter shaft forms part of the waterway and will connect the headrace tunnel with the underground power station.

Project director Dave Evans believes the specially manufactured segments being used for this shaft are going to change the world of hydropower. “It means we can do less steel lining, we can move power stations closer to the surface which is what we’ve done here and construct an inclined pressure shaft with a tunnel boring machine which all makes it safer, quicker and the quality a lot better.”

To see the latest Snowy 2.0 project statistics, view the fact sheet here.

To cope with the extreme and fluctuating water pressures in the IPS, the concrete segment rings lining the tunnel require bespoke connectors.

The Force Activated Coupling System or FACS are specially-developed steel couplers with pin and socket elements.

When the segment rings are interlocked, the pre-stressed FACS keep the joint closed when the tunnel experiences sharp changes in pressure from turbine operations and shut downs. It’s like water hammer when opening or closing a tap at home, just on a much larger scale.

This new technology has been developed by Future Generation joint venture partner Webuild and their designer Lombardi, with the FACS segments being manufactured at our precast factory in Cooma.

A large-scale test is being conducted by installing eight FACS rings to link the emergency, cable and ventilation tunnel with the IPS.

Meanwhile, innovative design by the leading TBM manufacturer Herrenknecht has allowed TBM Kirsten to be modified to safely tunnel uphill.

The machine’s working platforms, equipment and operator’s cabins all pivot to remain horizontal and the walkways become steps and ladderways.

A screw conveyor will move excavated rock from the cutterhead. This feeds into a sandwich conveyor that has face-to-face rubber belts to hold the material so it can be transported down the steep slope without spillage.

The IPS is on a 47% incline so a monorail is being installed to transport workers and there is a rack and pinion system for multi-service vehicle access including segment delivery up the steep slope to the TBM.