Design a low rate filter to treat 6.0 Mld of sewage of BOD of 210 mg/l. The final effluent should be 30 mg/l and organic loading rate is 320 g/m3/d. Find Hydraulic loading rate?

Design a low rate filter to treat 6.0 Mld of sewage of BOD of 210 mg/l

1.	Design a low rate filter to treat 6.0 Mld of sewage of BOD of 210 mg/l. The final effluent should be 30 mg/l and organic loading rate is 320 g/m3/d. Find Hydraulic loading rate?
A.	326.18 g/d/m3
B.	926.18 g/d/m3
C.	126.18 g/d/m3
D.	526.18 g/d/m3
Answer» B.