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

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GROUNDWATER FLOW MODELLING<br />

in time only with <strong>ground<strong>water</strong></strong> level. <strong>The</strong> most likely explanation is that the S/T parameter<br />

varies over time as a function <strong>of</strong> unsaturated flow and differences in the available storage as<br />

the <strong>water</strong> table fluctuates. An additional factor may be that increased <strong>water</strong> levels and mass<br />

loading on the river bed contributes to a reduction in the elastic storage. <strong>The</strong> unsaturated zone<br />

is seen to be a major control on the <strong>ground<strong>water</strong></strong> and <strong>surface</strong> <strong>water</strong> interaction adjacent to the<br />

river and further modeling was undertaken to investigate the processes associated with <strong>water</strong><br />

table fluctuation using the code UNSAT.<br />

6.11 Investigate the control <strong>of</strong> unsaturated flow processes and the capillary<br />

fringe on the fluctuation <strong>of</strong> the <strong>water</strong> table in response to changes in river stage.<br />

6.11.1 Conceptual model<br />

Variations in river stage cause a response in <strong>ground<strong>water</strong></strong> levels as observed in shallow<br />

piezometers on the riverbank. <strong>The</strong> aquifer is unconfined and the observed fluctuations<br />

represent variations in the level <strong>of</strong> the <strong>water</strong> table, the position at which pore pressure is equal<br />

to atmospheric pressure. Above this level <strong>water</strong> is held under tension in pore spaces and as<br />

grain coatings by the effect <strong>of</strong> soil-<strong>water</strong> attraction. <strong>The</strong> negative pressure created by the soil-<br />

<strong>water</strong> (capillary) attraction draws <strong>water</strong> upward from the <strong>water</strong> table to form the capillary<br />

fringe. This is a saturated zone with the upper limit defined as the point at which the gravity<br />

head <strong>of</strong> the supported <strong>water</strong> column above the <strong>water</strong> table is equal to the capillary suction.<br />

Above this point, the gravity head <strong>of</strong> the column <strong>of</strong> <strong>water</strong> will be greater than the suction and<br />

gravity drainage will result.<br />

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