SOLVED: Given the following design flow rates and primary effluent wastewater characteristics, determine the following design parameters for a trickling filter design assuming 2 reactors at 6.1 m depth, cross-flow plastic packing with a specific surface area of 90 m2/m3, a packing coefficient n value of 0.5, and a 2-arm distributor system. The required minimum wetting rate = 0.5 L/m2*s. Assume a secondary clarifier depth of 4.2 m and k value is 0.187.Flow - 15,140 m3/d, BOD = 125 mg/L with targe

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