Waste water engineering
♦️ Septic tank
👉 Septic tanks are used in unsewered areas.
👉 Septic tanks are best suitable if the number of users are less than 300.
👉 Septic tank undertakes process anaerobic digestion of solids
👉 The BOD5 of the effluent obtained from septic tank is of order of 100 - 200 mg/l
👉 Detention time :- 24 to 48 hrs.
👉 Rate of sludge accumulation :- 30 to 40 l/person/year
👉 Length to width ratio :- 2 to 3
👉 Depth :- 1.2 to 1.8 m
👉 Free board :- 0.3 to 0.5 m
👉 Cleaning period :- 6 month to 1 year
♦️ Imhoff tank (Two storey digestion tank)
👉 It is improvement over septic tank.
👉 If Number of users are more than 300, Imhoff tank is preferred.
👉 Imhoff tank is a two compartment
~ upper compartment :- Settling of solids
~ lower compartment :- anaerobic digestion of settled solid.
👉 Detention time :- 2 to 4 hrs (usually 2hr)
👉 Depth :- 9 to 11 m
👉 L/B ratio :- 3 to 5 (L
≯ 30 m)
@Civil_engg_competitive_exam
♦️ Septic tank
👉 Septic tanks are used in unsewered areas.
👉 Septic tanks are best suitable if the number of users are less than 300.
👉 Septic tank undertakes process anaerobic digestion of solids
👉 The BOD5 of the effluent obtained from septic tank is of order of 100 - 200 mg/l
👉 Detention time :- 24 to 48 hrs.
👉 Rate of sludge accumulation :- 30 to 40 l/person/year
👉 Length to width ratio :- 2 to 3
👉 Depth :- 1.2 to 1.8 m
👉 Free board :- 0.3 to 0.5 m
👉 Cleaning period :- 6 month to 1 year
♦️ Imhoff tank (Two storey digestion tank)
👉 It is improvement over septic tank.
👉 If Number of users are more than 300, Imhoff tank is preferred.
👉 Imhoff tank is a two compartment
~ upper compartment :- Settling of solids
~ lower compartment :- anaerobic digestion of settled solid.
👉 Detention time :- 2 to 4 hrs (usually 2hr)
👉 Depth :- 9 to 11 m
👉 L/B ratio :- 3 to 5 (L
≯ 30 m)
@Civil_engg_competitive_exam