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

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LIST OF TABLES<br />

Table 3.1 Description <strong>of</strong> geological units 37<br />

Table 3.2 Hydraulic properties <strong>of</strong> the subdivisions <strong>of</strong> the Birmingham Aquifer 43<br />

Table 4.1 <strong>The</strong> number and type <strong>of</strong> samples collected during the research. 61<br />

Table 4.2 Representative values <strong>of</strong> the Hazen coefficient. 86<br />

Table 4.3 Representative values <strong>of</strong> the Shepherd shape factors and exponents. 87<br />

Table 4.4 Time for overland flow to cease after a rainfall event. 95<br />

Table 4.5 Summary <strong>of</strong> the methods <strong>of</strong> chemical analyses undertaken. 105<br />

Table 4.6 Typical errors for the different methods <strong>of</strong> chemical analyses 107<br />

Table 5.1 Baseflow analyses <strong>of</strong> 1999 gauging station data. 117<br />

Table 5.2 Comparison <strong>of</strong> mean baseflow obtained using filter and recession analyses methods. 118<br />

Table 5.3 Estimates <strong>of</strong> mean diffuse baseflow discharge per unit <strong>of</strong> catchment area. 119<br />

Table 5.4 Summary <strong>of</strong> precipitation data for 1999 from the University <strong>of</strong> Birmingham. 120<br />

Table 5.5 Summary <strong>of</strong> Darcy calculation specific discharge through the riverbed. 135<br />

Table 5.6 Summary <strong>of</strong> radial flow discharge calculations. 136<br />

Table 5.7 Summary <strong>of</strong> flow estimates derived from the vertical temperature gradient. 139<br />

Table 6.1 <strong>The</strong> selection <strong>of</strong> modelling tools to meet the different objectives. 152<br />

Table 6.2 Conductivity values used in the FAT3D model sensitivity analyses. 184<br />

Table 6.3 Average conductivity for the saturated thickness <strong>of</strong> the FAT3D steady state model. 188

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