Here for a filter we have,
Design flow rate,Q =0.5 m³/s = 0.5×60×60×24 m³/d = 43200 m³/d
Design loading rate of filter or surface overflow rate(SOR) =200m³/d.m²
Filter coefficient,λ = 0.06 cm-1
Percentage removal ,%R = 99
Surface area per filter = 50 m²
Total filter area required = Q/SOR = 43200/200 m² = 216 m²
From Iwasaki's equation we have,
Integrating the above equation from Co (Initial concentration) to C(Final concentration ) for 0 to L, depth of filter we have,
Now as percentage removal is 99 this C/Co = 1/100 , thus
NUMBER OF FILTERS REQUIRED = 216/50 = 4.32 ≈ 5
Thus atleast 5 filters of 50 m² of depth more than 76.75 cm are required for 99 % removal.
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