Environmental Engineering Disposing of Sewage Effluents

For the following data

Average flow = 20 × 106 l/d

Total suspended solids in the sewage = 300 mg/l

Percentage of solids removed in primary clarifier  = 65%

Moisture content of fresh sludge = 95%

Specific gravity of wet sludge = 1.02

Moisture content of digested sludge = 85%

The volume of digested sludge is _______ m3/day

Enter numerical value using the virtual keypad. Round off where necessary.

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