Info

Column 3 = cim+1 - cm; for example, -10.8 = 9.2 - 20

i*nT/ 2 • 160( 1000) cm3 _ . . 160 L/m • min = --^- = 16 cm/min

T . 2 . 240(1000) cm3 OA . . 240 L/m • min = --^- = 24 cm/min

Therefore,

Aci mg/L = Aci(10 ) mg/cm q = ^A = ~tYs{ 10-3)Act; mg/cm3

hd = 0.00069 (q )210 for uniform anthracite, 1.6 mm diameter hd = 0.051 (q )222 for uniform sand, 0.5 mm diameter

Run Length (min)

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