(d) A waste stabilization pond is designed to treat 1,125 m³ sewage daily. Surface BOD loading is given as 280 kg/ha.d. The minimum design temperature is 25°C. (iv) (v) (vi) Find the area and HRT of facultative pond. Find the number of maturation pond(s), if the influent FC and target effluent FC are 1 x 108 FC/100mL and not more than 5,000 FC/100mL, respectively. Effluent BOD, if the influent BOD is 280 mg/L. State your assumptions.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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subject wastewater engineering

(d) A waste stabilization pond is designed to treat 1,125 m³ sewage daily. Surface BOD
loading is given as 280 kg/ha.d. The minimum design temperature is 25°C.
(iv) Find the area and HRT of facultative pond.
(v)
Find the number of maturation pond(s), if the influent FC and target effluent FC are 1
x 108 FC/100mL and not more than 5,000 FC/100mL, respectively.
Effluent BOD, if the influent BOD is 280 mg/L.
State your assumptions.
(vi)
Transcribed Image Text:(d) A waste stabilization pond is designed to treat 1,125 m³ sewage daily. Surface BOD loading is given as 280 kg/ha.d. The minimum design temperature is 25°C. (iv) Find the area and HRT of facultative pond. (v) Find the number of maturation pond(s), if the influent FC and target effluent FC are 1 x 108 FC/100mL and not more than 5,000 FC/100mL, respectively. Effluent BOD, if the influent BOD is 280 mg/L. State your assumptions. (vi)
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