The purpose of this problem is to view conventional wastewater treatment as a thickening process where pollutants removed from solution are concentrated in a small volume convenient for ultimate disposal. Figiuc 13.3(a) is a schematic diagram of conventional wastewater treatment. Starting with 120 gped of average domestic wastewatpr with characteristics as listed in Table 12 1, show in step-by-step calculations how 120 gal of wastewater is reduced to one-half pint of filter cake with 20% solids. Assume 35% solids reduction in anaerobic digestion. List your assumptions. (1 gal = 8 pints.)
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