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Transdisciplinarity Enabled

Table 7 Possible constraints for the Ridge Park MAR scheme

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

Constraint

Value

Glen Osmond Creek Environmental Flow

>2 L/s

Aquifer Extraction in Summer

<80% of Injection Volume

Pressurized System Demands

>15 ML/year

Gravity System Demands

>37 ML/year