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

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GROUNDWATER FLUX<br />

the riverbed piezometer sampling (Chapter 7, Tables 7.1 and 7.3). <strong>The</strong> results indicate lower<br />

quality <strong>ground<strong>water</strong></strong> discharging through the riverbed across the Birmingham aquifer<br />

(measured in the piezometers) compared with the gauging station estimate that is<br />

representative <strong>of</strong> <strong>ground<strong>water</strong></strong> across the entire catchment. <strong>The</strong> TDS content <strong>of</strong> the <strong>surface</strong><br />

<strong>water</strong> at Water Orton is higher than the <strong>ground<strong>water</strong></strong> (809 mgl -1 ), and rose from 884 mgl -1 to<br />

965 mgl -1 over the period 21/1/98 to 14/8/98. This implies that on the catchment scale the<br />

<strong>ground<strong>water</strong></strong> is diluting the <strong>surface</strong> <strong>water</strong>.<br />

During high baseflow conditions (21/1 to 19/2/98) a 30-day recession period (Figure 8.1b)<br />

showed a fall in the daily minimum mass flux from 3.44 kgs -1 to 2.44 kgs -1 and a drop in<br />

discharge from 3.89 m 3 s -1 to 2.25 m 3 s -1 . <strong>The</strong> TDS in the <strong>ground<strong>water</strong></strong> was calculated as 610<br />

mgl -1 , lower than the estimate <strong>of</strong> 809 mgl -1 over the full range in baseflow conditions. This<br />

difference may be related to variation in the STW discharges or it may indicate that the<br />

average TDS content <strong>of</strong> the <strong>ground<strong>water</strong></strong> increases with a decrease in baseflow. <strong>The</strong> answer to<br />

why the TDS content <strong>of</strong> the <strong>ground<strong>water</strong></strong> should change is not straightforward and is<br />

dependent on mass flux from a complex system. One explanation is that <strong>ground<strong>water</strong></strong> under<br />

high baseflow conditions may contain a greater proportion <strong>of</strong> recent recharge than under low<br />

flow conditions when the proportion <strong>of</strong> <strong>ground<strong>water</strong></strong> with longer residence times (and higher<br />

TDS) increases. Ground<strong>water</strong> modelling (Section 6.2) indicated that the permeable alluvial<br />

flood plain deposits are an important control on the <strong>ground<strong>water</strong></strong> system and provide a rapid<br />

flow path for the shallow <strong>ground<strong>water</strong></strong> (comprising a large component <strong>of</strong> recent recharge) to<br />

the river. Computer modelling <strong>of</strong> contaminant flux through the aquifer and flood plain<br />

deposits incorporating recharge is required in order to understand the system better.<br />

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