Skip to main content

Advertisement

Transdisciplinarity Enabled

Earth Perspectives Cover Image

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