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Transdisciplinarity Enabled

Table 8 Constraints for the Orange integrated supply system

From: Framework for the optimization of operation and design of systems with different alternative water sources

Constraint

Value

Macquarie River Environmental Flow

>108 ML/day

Blackmans’ Creek Environmental Flow

>20 ML/day

Ploughmans’ Creek Environmental Flow from Pump S4

>0.4 ML/day

Ploughmans’ Creek Environmental Flow from Pump S5

>2 ML/day

Ploughmans’ Creek Environmental Flow from Pump S6

>2 ML/day

Clifton Grove (Shearing Shed and Bore 5) Aquifer Extraction

<182 ML/year

Showground Aquifer Extraction

<280 ML/year

Macquarie River Extraction License

<12 ML/day