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Engineering, 20.04.2020 20:55 yuvin
A BNR facility is designed for a flow of 8500 m-/d. The influent TP is 5.5 mg/L, and required effluent TP concentration is less than 1 mg/L. The BOD3 in influent is 150 mg/L, and the ratio of BOD5/COD is 0.48. Calculate the achievable TP in the effluent and minimum volume of the anaerobic zone. Assume TSS in effluent is 10 mg/L or less, the TVSS/TSS ratio is 0.8, and the representative chemical formula for the VSS portion of biomass is C60H87023N12P.
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A BNR facility is designed for a flow of 8500 m-/d. The influent TP is 5.5 mg/L, and required efflue...
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