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Design percolating filters with conical humus tanks for treating 7 million litres of sewage per day.

Design percolating filters with conical humus tanks for treating 7 million litres of sewage per day.

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  • We will design conventional trickling filters, with a hydraulic loading, say, 28 ML/ha/day [i.e. between 22 to 44].

    • Surface Area of the filter bed required

= 7/28 ha= 7 /28 *10^ 4 m^ 2 =2500 m^ 2

Using two equal sized circular tanks, we have the dia of each tank …

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