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Dealing with salinity in Wheatbelt Valleys - Department of Water

Dealing with salinity in Wheatbelt Valleys - Department of Water

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Figure 1. Hydrological cross-section <strong>of</strong> the Merred<strong>in</strong> catchment<br />

Hydrogeology<br />

Accord<strong>in</strong>g to George (1992), groundwater occurs <strong>in</strong> the follow<strong>in</strong>g aquifer types <strong>in</strong> the <strong>Wheatbelt</strong>:<br />

(i) coarse gra<strong>in</strong>ed soils overly<strong>in</strong>g pallid sandy clay (Collgar-duplex soils and Norpayellow<br />

sandpla<strong>in</strong> soils),<br />

(ii) just above the bedrock <strong>in</strong> the <strong>in</strong>tensely weathered granites,<br />

(iii) <strong>in</strong> alluvial deposits <strong>with</strong><strong>in</strong> major valleys (Belka unit),<br />

(iv) possibly <strong>in</strong> aquifers deep <strong>with</strong><strong>in</strong> the bedrock.<br />

There are two aquifer systems <strong>in</strong> the Merred<strong>in</strong> Catchment<br />

(i) Deep system <strong>with</strong> a recharge area extend<strong>in</strong>g from the highest part <strong>of</strong> the catchment<br />

through to the valley floor and a discharge area at the lowest po<strong>in</strong>t which is the salt<br />

lake cha<strong>in</strong>s at H<strong>in</strong>es Hill (Figure 4). Groundwater velocities <strong>in</strong> the deep aquifer system<br />

are very low (5cm/day <strong>in</strong> the mid to lower catchment).<br />

(ii) Shallow system controlled ma<strong>in</strong>ly by variation <strong>in</strong> local topography.<br />

Recharge<br />

There are three ma<strong>in</strong> mechanisms <strong>of</strong> recharge <strong>in</strong> Merred<strong>in</strong> district:<br />

(i) direct recharge through general <strong>in</strong>filtration over wide area (dom<strong>in</strong>ant <strong>in</strong> the eastern<br />

part <strong>of</strong> the catchment);<br />

(ii) <strong>in</strong>direct recharge from concentrations <strong>of</strong> creek flow along water ways (e.g. Cohns<br />

Creek that dra<strong>in</strong>s to the West <strong>of</strong> Merred<strong>in</strong>);<br />

(iii) recharge from garden irrigation, septic tanks, leak<strong>in</strong>g pipes, reticulation systems and<br />

other anthropogenic (man-made) <strong>in</strong>fluences.<br />

Depth to Groundwater and Sal<strong>in</strong>ity<br />

Depth to groundwater <strong>in</strong> the town area ranges from 2 to 7 m. In other parts <strong>of</strong> the catchment, depth <strong>of</strong><br />

groundwater varies from 0 to 35m. Groundwater <strong>sal<strong>in</strong>ity</strong> <strong>in</strong> the Merred<strong>in</strong> catchment ranges from 630 to<br />

43930 mg/L (Electrical conductivity ranges from 30 to 4700 mS/m).

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