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Under Construction

Reservoirs


Max Volume: =GL

Target Volume as % of max vol

Jan - Feb: =%

Mar - Apr: =%

May - Jun: =%

Jly - Aug: =%

Sep - Oct: =%

Nov - Dec: =%


Annual Loss: =%


Source ratio

Murray River: =

Desalination: =

Murray River


Maximum Supply

In month: =GL

Over 5 years: =GL

Max in year: =GL


River Drought Policy

Reduce Licence 1 GL for every GL below entitlement

Min Extract: % of licence


Adelaide City


Population: million


Density of Development
Low(Current) Med(2040)
High(2070)

Water Demand
Current Lower Higher

Water Loss: %


Connection non-potable

houses: %

industry/municipal: %

Supply Priority Request

River Murray Focus
Desalination Focus
Alternate supply Focus

Wetlands


Catchment of wetlands

fraction of urban area

Wetland Storage
as percent of average annual flow
2% 4% 6% 8%


Capacity of recharge wells
as percent of average daily flow
50% 100% 150%
200% 300%


Waste Water


Size of Plant: GL/yr

Aquifers

Loss: % per month


Non - Potable

Maximum Store: GL


Stormwater : Wastewater ratio

:

20.3 Bores Capacity 406 l/sec
11008 litres/sec
set by potential inflows

Potable

Maximum Store: GL


Desalination : Effluent ratio

:


Capacity of recharge bores
Gl / mth

as 19 bores at rate 380 litres/sec

Desal/Treatment


Annual Capacity of Process


Desalination: GL/yr

supply > direct ASR reservoir

Effluent treat: GL/yr

supply > direct ASR reservoir

ASTR treat: GL/yr

supply > direct only


Future Scenarios
preset options

current
2040 Traditional
2040 with Reuse
2040 no desalination
2070 Traditional
2070 with Reuse
2070 no desalination


Results


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Results


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