Urban Water » Projects » Water capture and reuse » Birrarung Marr stormwater harvesting system

Birrarung Marr stormwater harvesting system

A stormwater harvesting system has been built in one of Melbourne's most visited parks, allowing us to keep the space green and healthy without relying on drinking water.

Birrarung Marr is an 8.3 hectare park located on the northern bank of the Yarra River, next to Federation Square. Transformed from a rail yard into parkland in 2002, Birrarung Marr is the newest large park in the inner Melbourne area.

The popular and versatile space is home to many events throughout the year, from Circus Oz, to Moomba, to sporting events and festivals. The park is also a major thoroughfare for millions of pedestrians. It links the city centre to the MCG and the Melbourne Park sporting precinct.

Birrarung Marr has three separate terraces stepping up from the river, connected by a central pedestrian bridge. The park’s six hectares of vegetated space require approximately 45 million litres of irrigation water each year.

The Birrarung Marr stormwater harvesting system captures, treats and stores stormwater for irrigation reuse in the park. This has reduced use of potable water for irrigation by 70 per cent.

Birrarung Marr contains many native and exotic plants, contributing a wealth of environmental, social and economic benefits. The stormwater harvesting system provides a reliable irrigation source for these plants into the future.

The park is located between the Yarra River and several busy roads and multi-storey buildings. It plays a crucial role in intercepting polluted stormwater runoff before it enters the river.

The system is part of the Eastern Melbourne Parks and Gardens Stormwater Harvesting Scheme. Overall, the Scheme received $4.8 million in funding from the Australian Government’s Water for the Future initiative.

 

What benefits has the stormwater harvesting system provided?

  • Saved about 35 million litres of drinking water per year
  • Provided a reliable alternative water source for park irrigation
  • Contributed 2.1 per cent of the Council’s 30 per cent alternative water use target by 2018 under our Total Watermark Strategy
  • Reduced pollutant levels of nitrogen, phosphorus, heavy metals and sediment entering the Yarra River and Port Phillip Bay
  • Facilitated landscaping upgrades, including the flowering meadow at the storage tank site.

As a result of drought and heat stress, several trees in Birrarung Marr are expected to die in the next five to 10 years. The stormwater harvesting system has helped to prolong the life of these trees. It will also support the replacement trees that will be planted.

Water capture
and reuse

Taking its name from the Woiwurrung term meaning ‘river of mists’ or ‘beside the river’, water is a key element in the design of Birrarung Marr. The park’s landscape represents the original billabongs and lagoons in the area.

Project location

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Project details

How does the system work?

Birrarung Marr is the drainage point for a 37-hectare catchment area. This area includes the residential zone south of Wellington Parade and the gardens around the MCG. The catchment’s existing stormwater drainage network flows out to the Yarra River.

The harvesting system diverts stormwater from the exit point to be treated and stored for reuse. The Yarra River is tidal and higher in salinity in this location. We installed specially designed valves to prevent saline water entering the treatment system.

A gross pollutant trap prevents large objects, sand and oils from entering the system. Water is then pumped to the dual storage tanks via a sedimentation chamber, which removes small particle pollution matter.

The underground dual tanks are located on the elevated Upper Terrace of Birrarung Marr. The primary storage tank can store up to two million litres of water. This water is periodically pumped to the biofiltration bed on the surface for treatment.

The biofiltration bed contains indigenous plants. As the water drains through the soil and roots, these plants naturally remove soluble pollutants such as phosphorus and nitrogen. The treated water filters back down into the secondary storage tank, where half a million litres are stored for irrigation. Any excess is returned to the Yarra River.

https://youtu.be/5w0UJCw7IJU

Project partners

The City of Melbourne and the Victorian Government funded the project. Experts helped with several areas including:

  • Project management
  • Civil and structural design and documentation
  • Geotechnical analysis and advice
  • Principle contractor
  • Pump and irrigation design
  • Soil analysis
  • Landscape design and advice
  • Structural design
  • Irrigation and pump design and installation
  • Ongoing irrigation and pump control

Timeline

Research and planning                    January 2009 – March 2011
Geotechnical survey            January 2009
MUSIC modelling                              2009 and 2012
Concept designs                                 Late 2009
Funding application submitted       February 2010
Designs refined             March 2011
Funding agreement signed             May 2011
Construction             October 2012 – October 2013
Testing and commissioning            October 2013 – March 2014
Fully operational                               March 2014

Project cost

Total cost

$3.5 million

Cost per kilolitre

$1.78

Design documentation

$264,000

Diversion

$478,500

Treatment

$413,000

Irrigation connections

$543,000

Tanks

$1,831,500

External funding can garner internal support

External funding was helpful to fast track the implementation of this project. It, along with the multidisciplinary team required to deliver these projects, has enhanced knowledge and support for whole of water cycle management within the City of Melbourne.

Community benefit

Feedback from the community has been overwhelmingly positive, particularly in response to the innovative flowering meadow landscape feature. While this element is only aesthetic, it has added to the community benefit of the project.

Birrarung Marr enhances the character and liveability of Melbourne, contributing social, environmental and economic value to the city. The stormwater harvesting system provides a reliable irrigation source that will sustain the park regardless of climate change, drought or water restrictions.

The system delivers benefits to all Melburnians by improving the quality of water that enters the Yarra River and Port Phillip Bay. In addition to reducing pollutants in stormwater runoff, the harvesting system also regulates the flow of stormwater. This prevents flushing of the aquatic habitat in the Yarra following heavy rain.

PROJECT PLANNING PHASE

Research and planning tasks

MUSIC modelling was used to determine which system design would most effectively remove pollutants from the stormwater.

We carried out a geotechnical survey that found no contaminated soil. It confirmed that the Coode Island silt soil on the Upper Terrace could adequately support the weight of the tanks.

We drew up a water plan of the park showing the location and size of different types of vegetated areas. This was used to calculate the park’s irrigation requirements. You can download this landscape plan at the top of this page.

 

Keep your maps up to date

During excavation a bank of council owned cables was found at the tank site. This delayed construction and added cost to the project. Using out of date maps caused this oversight..

Community engagement

Birrarung Marr is a premier event space for Melbourne, so it was essential to inform the community during the project’s development. We did this by installing signage at the site. We gave presentations at a range of industry conferences and events. We also took industry groups and local and international organisations on project tours.

Design challenges and constraints

Events

Birrarung Marr is an important event space for the city. This placed constraints on our design and construction methods. Ideally, we would have located the dual tank system on the Middle Terrace. This would have been closer to the diversion point, reducing the cost of constructing and operating the pump system.

As the Middle Terrace is regularly used for events, we built the system on the Upper Terrace instead. This meant that construction and maintenance could be carried out much more easily.

Saline water

The section of the Yarra River that flows past Birrarung Marr changes level with the tide and contains a mix of fresh and salty water. Saline water is not suitable for irrigation, so we used one-way flow valves. The valves ensure that water from the Yarra does not flow back into the system. The storage tanks were also located separately to ensure that saline water does not enter the system.

The value of open space

Public open space is at a premium in the city, so it was important that the proposed solutions had the smallest ‘footprint’ possible. We placed our dual storage tanks underground, and made sure the design was well integrated into the landscape.

Surrounding infrastructure

The close proximity of important infrastructure, such as train lines and roads, presented some challenges. We had to maintain the stability of the soil around the tank to prevent any damage to Batman Avenue or the Flinders Street rail yard. We carried out research to locate the exact position of existing soil anchors, so our design and construction didn’t interfere with them.

Tanks

Tanks are one of the most expensive components in a stormwater harvesting system. During the design phase, the size of the tank needs to be weighed against the irrigation demand to determine the most cost-effective approach.  In general, we aim to meet between 70% and 80% of the annual irrigation needs with any system.

 

IMAGE GALLERIES

Construction sequence

Construction images

SYSTEM COMPONENTS

Diversion weir

Location: 

Lower Terrace, at the point where water is diverted from the stormwater drain and into the system, adjacent to the Yarra River. The weir was constructed within the existing twin culvert at this location.

Purpose:

The weir excludes saline water from the Yarra and retains stormwater within the culvert to be pumped to storage. When the primary storage tank is full or flow exceeds the capacity of the pumps, stormwater flows into the river through specially designed valves.

Valves

Type: Tideflex valves made from ‘memory rubber’

Purpose: When the storage tanks and diversion weir are full, Rubber Tideflex valves allow the water to flow out to the river while also preventing any saline water from washing back into the weir. The valves are made using rubber that defaults to a certain shape. They open when there is sufficient water pressure behind them and close when the pressure drops.

Location: Between the diversion weir and the Yarra River. In fact, the valves can be seen from across the river.

Special valves allow excess stormwater to flow into the Yarra and prevent salt water from flowing back into the system.

Special valves allow excess stormwater to flow into the Yarra and prevent salt water from flowing back into the system.

Pumps

Type:

Two high volume transfer pumps

Location:

In a pump well within the diversion weir

Purpose:

The pumps transfer stormwater from the diversion weir to the primary storage tank on the Upper Terrace. The diversion pumps activate when the primary tank is below capacity. They switch off automatically when the tank is full.

The pumps also shut off when salt, measured via electrical conductivity meter, is detected above 750 µs/cm in the water. If the water is too saline to harvest, an automated valve empties water from the diversion weir. This prevents the primary storage tank from filling up with saline water.

Dual tank system

Type:

Concrete dual tank system, poured on site. We used reinforced concrete for its structural stability during heavy flooding. The soil beneath the tank is Coode Island silt, which has a tendency to settle over time. The concrete tank is able to withstand slight shifting without membrane breakages.

Capacity:

2.5 million litres (2 million litres in the primary tank and 500,000 litres in the secondary tank)

Dimensions:

54m x 19m x 2.5m (footprint 1026 m2)

Location:

The tanks sit side-by-side on the upper terrace of Birrarung Marr. It is not ideal to have the tanks so far from the diversion point (on the lower terrace), but the constraints of the site limited the possible locations. The top of the tanks are about 4 metres below the surface.

Purpose:

The primary tank stores untreated stormwater for cleaning. The secondary tank stores water that has been cleaned by the biofiltration garden bed and is ready to be used for irrigation.

The dual tank system is made from concrete poured on site.

The dual tank system is made from concrete poured on site.

We used a dual tank system because the biofiltration process that cleans the water is slower than the flow of stormwater in a heavy rain event. Large volumes of stormwater can flow freely into the first tank without being limited by the rate at which the biofilter can clean it.

The water in the primary tank can be gradually treated in the hours and days after the rain event, as required for irrigation.

The primary tank is larger than the secondary tank because it is designed to take advantage of heavy rain events and save as much water as possible for later use. The secondary tank is sized to suit the irrigation needs of the Birrarung Marr. It does not need to be as large because it is refilled using water from the larger primary storage tank.

Sedimentation chamber

Type:Concrete, poured on site

Location: The sedimentation chamber sits directly next to the primary storage tank on the Upper Terrace. Water flows through the chamber before entering the primary tank.

Purpose: It allows suspended particles of pollution – fine sands, sediments, oils and hydrocarbons – to settle to the bottom or float to the surface. Preventing these elements from entering the primary storage tank help the system to run better and reduces the need to clean out the primary tank frequently. The chamber is also easier to clean than the primary tank as it is more accessible.

Biofilter

Location:

The biofiltration garden bed sits on the surface above the dual tank system. It is one of the only parts of the system that can be seen above-ground.

Purpose:

The biofiltration bed is the main treatment process in the stormwater harvesting system. As the stormwater soaks through the garden bed, nutrients are removed from the water.

How it works:

The biofiltration bed is constructed in the same way as a typical raingarden. It has sand filtration, transition and drainage layers, and is planted with wetland grasses. Unlike a normal raingarden, the biofiltration bed is surrounded by a one metre tall retaining wall. It is periodically flooded with untreated water from the primary storage tank, which is cleaned as it gradually soaks down through the substrate. The specially designed substrate layers and biofilm growing on the roots of the plants naturally remove nutrients, such as nitrogen and phosphorus from the water.

The flooding and resting cycle time is based on how long it takes for the water to soak through the substrate layers. This, in turn, is determined by the hydraulic conductivity of the filter media. The cycle time is pre-set. It is adjusted over time as the filter medium clogs and increases the detention time. Replacing the top of the filter media on an annual basis helps renew the conductivity.

The clean water drains naturally to the secondary tank where it is stored for irrigation.

Irrigation

Treated water is delivered from the secondary tank to the Birrarung Marr irrigation network by a set of three high pressure bore pumps. The mains water connections include high hazard double check valves to prevent backflow and cross contamination.

Plants

The top layer of the biofiltration bed was planted with wetland plants, Juncus gregiflorus and Juncus procerus. These native Australian rushes were pre-grown and installed in large blocks. This ensured fast establishment and high quality water within the first month. The grasses are cut back once a year, when the filter medium is replenished.

ONGOING MANAGEMENT

Maintenance tasks

We carry out regular maintenance of the stormwater harvesting system. Our schedule includes the frequency and location of each activity. Maintenance tasks include:

  • Inspecting and cleaning the gross pollutant trap
  • Inspecting and cleaning the sedimentation chamber
  • Daily monitoring of the pumps, electrical conductivity meter and pH meter
  • Inspecting the tanks using a camera
  • Weeding and replacing plants in the biofiltration bed
  • Monitoring detention time for filter media and replacing when needed.

Maintenance cost

Maintenance costs around $27,000 per year. This includes removing litter from the GPT, replacing plants and filter media, and replacement of the pump and GPT every 10 years.

Monitoring

The main purpose of monitoring is to ensure that the water is fit for irrigation.

Following completion, the stormwater harvesting system was tested for six months. This included testing for possible problem scenarios and refining the level and pump control system settings.

We included a detailed water monitoring strategy in the operations and maintenance manual.

As a baseline, water quality samples are taken immediately upstream of the diversion point. Our monitoring ensures that the water complies with the Australian Guidelines for Water Recycling – Stormwater Harvesting and Reuse (July 2009), as well as Victorian plumbing standards.

We monitor the water’s pH and salinity levels. Samples are also taken during irrigation season to check for E. coli, turbidity, sodium, chloride, heavy metals and herbicides. We also monitor other water quality indicators, such as nitrogen and phosphorus levels.

Environmental impact

We are committed to creating a water sensitive urban landscape, while also considering any environmental impacts resulting from this infrastructure.

The pumps required to operate the system are powered using electricity, resulting in greenhouse gas emissions.

The estimated power consumption for the pump system is 12,000 kWh per year. In line with the city’s Zero Net Emissions strategy, we use carbon offsets to counteract this impact.

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