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

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STUDY SETTING<br />

<strong>The</strong> importance <strong>of</strong> fracture flow has yet to be fully investigated but is believed to be<br />

significant in some cases. <strong>The</strong> calcite cementation <strong>of</strong> the formations varies from strong to<br />

weak. A value <strong>of</strong> 0.15 for specific yield and 0.0005 for the confined storage coefficient are<br />

thought to be generally representative <strong>of</strong> the aquifer (Knipe et al.,1993). <strong>The</strong> increasing<br />

occurrence <strong>of</strong> mudstone beds adjacent to the Mercia Mudstone contact is thought to produce<br />

multi-aquifer conditions (Ramingwong, 1974). <strong>The</strong> <strong>impact</strong> <strong>of</strong> these mudstone beds throughout<br />

the aquifer is unknown, but may significantly reduce vertical conductivity, with fractures<br />

acting as the dominant control on vertical flow. <strong>The</strong> extent <strong>of</strong> the active <strong>ground<strong>water</strong></strong> system<br />

is highly dependent on the degree <strong>of</strong> vertical connectivity, with the likelihood that the older<br />

<strong>ground<strong>water</strong></strong> at depth will be relatively stagnant with long residence times in the aquifer.<br />

Recharge is complex and has a high spatial variability in the <strong>urban</strong> catchment. <strong>The</strong><br />

distribution <strong>of</strong> precipitation across the region is not uniform with average annual rainfall <strong>of</strong><br />

800 mm in the south-west and only 650 mm in the north-east (Powell et al., 2000). Run-<strong>of</strong>f is<br />

high due to the extensive <strong>urban</strong> coverage and recharge may vary considerably over relatively<br />

short distances <strong>of</strong> tens to hundreds <strong>of</strong> metres dependent on land use and coverage. <strong>The</strong><br />

reduced recharge from precipitation may be supplemented by seepage from the extensive<br />

Birmingham canal network and leakage from sewers and <strong>water</strong> mains. Recharge from mains<br />

leakage into the aquifer has been estimated as 600 mmyr -1 equivalent to 25% <strong>of</strong><br />

Birmingham’s public supply (Lerner et al., 1996) the majority <strong>of</strong> which is derived from<br />

Wales via the Elan Aqueduct. A major control on recharge to the underlying bedrock is the<br />

conductivity, thickness and distribution <strong>of</strong> the superficial drift deposits. Large thicknesses <strong>of</strong><br />

boulder clay are present in some areas (e.g. more than 40 m in the vicinity <strong>of</strong> Smethwick ) and<br />

46

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