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

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

:

Potable

Maximum Store: GL

Desalination : Effluent ratio

:

Capacity of recharge bores
Gl / mth

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

Results