The following design information is given for domestic wastewater with the characteristics: Flow: 10,000 m3/d; BOD: 270 mg/L; Minimum Temperature: 15 C; TSS: 240 mg/L. Using this information and assuming 30 percent BOD removal in primary clarification, a packing depth of 6.1 m, and a value for n of 0.50, determine the following design parameters for a trickling filter treatment system: Note: Assume that k1= 0.210 (L/s)0.5/m2 and for this problem, an effluent BOD of 20 mg/L is used. The