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

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GROUNDWATER FLOW TO THE RIVER TAME<br />

<strong>surface</strong> run-<strong>of</strong>f to effect baseflow. Inspection <strong>of</strong> the data (Figure 5.6) indicates that rainfall <strong>of</strong><br />

2 mmd -1 occur over<br />

32% <strong>of</strong> the year. If a two-day duration <strong>of</strong> overland flow is assumed (Section 4.9.1) then the<br />

estimate <strong>of</strong> time under baseflow estimate <strong>of</strong> 68% may be an over-estimation. <strong>The</strong> Tame is<br />

assumed to be under baseflow conditions for between 36% to 68% <strong>of</strong> the year during which<br />

time the <strong>ground<strong>water</strong></strong> component <strong>of</strong> river flow is at its most significant.<br />

Precipitation data 1999 – University <strong>of</strong> Birmingham Weather Station<br />

Precipitation<br />

(mm)<br />

Precipitation ><br />

than<br />

Number <strong>of</strong><br />

days<br />

% <strong>of</strong> year<br />

Mean 3 > 0 mm 224 61<br />

Median 0.4 > 1 mm 156 43<br />

Maximum 61.5 > 2 mm 117 32<br />

Minimum 0 > 5 mm 57 16<br />

Total 1096.6<br />

Table 5.4 Summary <strong>of</strong> precipitation data for 1999 from the University <strong>of</strong> Birmingham<br />

Weather Station.<br />

Integration <strong>of</strong> the filtered river flow data was used to derive a value <strong>of</strong> 2.85 x10 7 m 3 for the<br />

years total baseflow discharge derived from unknown sources between Bescot and Water<br />

Orton. If this value is assumed to represent <strong>ground<strong>water</strong></strong> discharge and the <strong>ground<strong>water</strong></strong> is<br />

assumed to be in steady state then recharge may be approximated as 28% <strong>of</strong> the annual<br />

120

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