Desgin a well for a pumping rate of 13.0 lps (206.1 gpm) from an unconfined aquifer with a saturated thickness of 15.0 m (49.2 ft), a hydraulic conductivity of 15.0 m/day (368 gpd/ft2), and a storage coefficient of 0.15. The base of the aquifer is 30 m (98.4 ft) below the ground surface. Aquifer samples collected while drilling indicate the following grain size to be representative of the formation.
Compute the drawndown at the well after 90 days of continours pumping at the design rate.
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