Question

This is a wastewater problem. Please can I get a correct answer for part d for this problem. Thank you

② Wastewater 1s being, treated in a mplete mixed achvated Sludge ata are avalable MPs atutee Influentこ250mg}L(35% i Catte The follos emoval In Pamary Claner Blubie Linetic Constants at 12C 0.04. I d aWil this Sustem be able fo meet the requre Hove your)answers with Ca/Culaれons System Chrs) C.What will be he excess Soltds trodChion Cbtaletras, waste Solids are d) What is the F.M ratio ottheids Prdess baed on Volahte Sola /day

Answer 1

The FM ratio, kg BOD,/kg MLVSS.d, is determined as follows F/M- So 100-35 inflow rate 4MGD (US)-15141.65 /d их-ears -s -0.65 15141.65 2(162.5-4-1733298324 BOD of wastewaterx inflow flow rate S Reactor volumexReactor BiomassVX x350 162.5 mg/1-162.5g/m3 100 - 1733298.324 1+0.4x2 S 165.2x15141.65 VX 1733298.324 High rate,-0.4F/M1.5