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The impact of urban groundwater upon surface water - eTheses ...

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5.2 Ground<strong>water</strong> in the Tame Valley<br />

GROUNDWATER FLOW TO THE RIVER TAME<br />

Previous investigations indicate that the River Tame is the natural sink for <strong>ground<strong>water</strong></strong><br />

discharge from the Birmingham Aquifer. <strong>The</strong> kriged contour map <strong>of</strong> <strong>ground<strong>water</strong></strong> head in the<br />

Tame Valley (Figure 5.1a, Appendix 8) constructed using mean head data for shallow<br />

<strong>ground<strong>water</strong></strong> and river level indicates that <strong>ground<strong>water</strong></strong> flow is directed towards the river. <strong>The</strong><br />

present course <strong>of</strong> the river lies close to the northern (left) side <strong>of</strong> the valley where flow<br />

through the aquifer is generally directly towards the river or the major tributary and high<br />

gradients are apparent associated with steep slopes in the topography. To the south <strong>of</strong> the river<br />

data are limited except for a detailed pr<strong>of</strong>ile <strong>of</strong> shallow piezometers through the flood plain<br />

within the river meander centred (OS co-ordinates SP 0750091500). Here <strong>ground<strong>water</strong></strong><br />

appears to flow across the flood plain away from the upper bend in the river indicating the<br />

possibility <strong>of</strong> a losing section in the river. <strong>The</strong> depth to the <strong>water</strong> table (Figure 5.1b) decreases<br />

from ~19 m on the sides to ~2 m at the base <strong>of</strong> the valley where flow will occur through the<br />

shallow alluvial gravel as well as the deeper sandstone aquifer. <strong>The</strong> reduced thickness <strong>of</strong> the<br />

unsaturated zone in the valley bottom may increase the risk <strong>of</strong> <strong>ground<strong>water</strong></strong> pollution from<br />

industry in this region.<br />

<strong>The</strong> results <strong>of</strong> a MODFLOW model <strong>of</strong> the aquifer for the year 1989 indicate 22.3 Mld -1 <strong>of</strong><br />

<strong>ground<strong>water</strong></strong> discharging to rivers and streams, 16.4 Mld -1 being abstracted and 13.6 Mld -1<br />

entering storage (Knipe et al, 1993). <strong>The</strong> large amount shown to be entering storage in 1989 is<br />

a result <strong>of</strong> the <strong>ground<strong>water</strong></strong> rebound occurring after a reduction in the previously high levels<br />

<strong>of</strong> abstraction. <strong>The</strong> current reduced levels <strong>of</strong> pumping from the aquifer fluctuate about a<br />

generally stable trend <strong>of</strong> around 13.3 Mld -1 (Figure 5.2) estimated from Environment Agency<br />

borehole return data. Historically, during the period <strong>of</strong> peak abstraction from the aquifer<br />

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