Analytical Chem Soil HW Solutions 40

Analytical Chem Soil HW Solutions 40 - × 10-4 m/s H the...

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40 cross-sectional (vertical) plan as enumerated in the main text Sections 3.8 and 3.9. In this case, the flow domain has a finite thickness, as the aquifer is confined by impermeable layers at the top and bottom. Figure Q3.8 The flowrate q is calculated from q ( m 3 /s per metre thickness) = k.H.N F /N H where k, the permeability of the soil = 3.6
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Unformatted text preview: × 10-4 m/s; H, the overall head drop = 12 m; N F , the number of flowtubes = 11; and N H , the number of equipotential drops, = 4 The thickness of the aquifer is 20 m Hence s m m m s m q / 238 . 20 4 11 ) ( 12 ) / ( 10 6 . 3 3 4 = × ⎥ ⎦ ⎤ ⎢ ⎣ ⎡ × × × = − or q = 238 litre/sec...
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This note was uploaded on 12/28/2011 for the course CHM 4302 taught by Professor Stuartchalk during the Fall '11 term at UNF.

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