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

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REVIEW<br />

have been used to determine river discharge accretion and characterise river sub<strong>surface</strong> <strong>water</strong><br />

exchange (Harvey et al., 1996, Kimball, 2002).<br />

Piezometers and piezometer nests have been used in several studies to obtain <strong>water</strong> samples<br />

and head measurements within the <strong>ground<strong>water</strong></strong>/<strong>surface</strong> <strong>water</strong> interface (Dean et al., 1999,<br />

Cey et al., 1998, Lee, 1980, Henry, 2000). Other in situ sampling devices have also been<br />

developed such as the colonisation corer (Fraser et al., 1996) and the bead tube sampler<br />

(Moore, 2000). Passive sampling techniques based on diffusive gradients across semi-<br />

permeable membrane devices have been used to detect both hydrophobic organics and heavy<br />

metals in aquatic environments (Vroblesky et al., 1997; Church et al., 2000). A number <strong>of</strong><br />

devices have been developed to measure the seepage across a lake or riverbed (Lee, 1977;<br />

Carr et al., 1980; Isiorho, 1999) although the methods <strong>of</strong>ten encounter errors when used in<br />

fast-flowing river environments (Libelo et al., 1994). <strong>The</strong> temperature gradient across the<br />

<strong>ground<strong>water</strong></strong>/<strong>surface</strong> <strong>water</strong> interface has been used to determine flow rates (Silliman et al.,<br />

1995, Evans et al. 1997). Several <strong>of</strong> the investigative methods identified in the literature<br />

review were adapted for use in the present study.<br />

2.5 Modelling methods<br />

A review <strong>of</strong> analytical and numerical methods <strong>of</strong> modelling river-aquifer interactions are<br />

presented by HRU (2001), Winter (1995) and Younger (1989). Analytical solutions have been<br />

developed from early simulations <strong>of</strong> 1D <strong>ground<strong>water</strong></strong> interaction with fully penetrating<br />

streams (Rorabaugh, 1964) to meet a range <strong>of</strong> applications. <strong>The</strong>se include the simulation <strong>of</strong><br />

bank storage and <strong>ground<strong>water</strong></strong> fluctuations during river flood events (Serrano and Workman,<br />

23

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