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2. 40 mg/L alum dose is applied to a coagulation treatment plant with a capacity of 56,200 m³/d. Calculate:a) the alkalinity consumed (expressed as mg/L as CaCO3), b) the amount of precipitate produced in mg/L and kg/day, andc) the amount of NaOH that would need to be added to counteract the consumption of alkalinity by alum.Al2(SO4)3 ·14.3 H2O 6 H2O → 2 Al(OH)3↓ 3 SO4^2- 6 H^ 14.3 H2OAl2(SO4)3 ·14H2O 6NaOH → 2Al(OH)3,am↓ 3Na2SO4 14H2OMW CaCO3 = 150 g/moLMW NaOH = 40 g/moLMW Al(OH
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