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The shape factors listed by Hvorslev (1951) are widely used to measure in situ hydraulic conductivity (e.g. discussion in Ratnam et al, 2001). The shape factor F [L] is defined by the general equation

(1)

where Q [L3T-1] is the flow rate of water from a piezo-meter, K [LT-1] is the hydraulic conductivity of the aquifer, and H [L] is the constant applied head-difference between the piezometer and the unperturbed aquifer.

Lowther (1978) commented that the table of shape factors provided by Hvorslev (1951, fig. 12)...

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