(a) What effluent quality, in terms of BOD, SS, turbidity, chlorine residual, dissolved solids, nitrogen, and coliforms, would you anticipate for treatment including primary sedimentation, conventional activated sludge, dual-media filtration, chlorination, and dechlorination?
(b) What effluent quality would be expected if 5 mg/l of alum and anionic polymer were applied before filtration?
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