(Solved): P8.24 is there for more information, please solve 8.30 8-24. The Jambalaya shrimp processing plant g ...

8-24. The Jambalaya shrimp processing plant generates \( 0.012 \mathrm{~m}^{3} / \mathrm{s} \) of wastewater each day. The wastewater is treated in an activated sludge plant. The average \( \mathrm{BOD}_{5} \) of the raw wastewater before primary settling is \( 1,400 \mathrm{mg} / \mathrm{L} \). The aeration tank has effective liquid dimensions of \( 8.0 \mathrm{~m} \) wide by \( 8.0 \mathrm{~m} \) long by \( 5.0 \mathrm{~m} \) deep. The plant operating parameters are as follows: \begin{tabular}{l} Soluble BOD after primary settling \( =966 \mathrm{mg} / \mathrm{L} \) \\ MLVSS \( =2,000 \mathrm{mg} / \mathrm{L} \) \\ \hline MLSS \( =1.25 \) (MLVSS) \\ Settled sludge volume after \( 30 \mathrm{~min}=225.0 \mathrm{~mL} / \mathrm{L} \) \\ Aeration tank liquid temperature \( =15^{\circ} \mathrm{C} \) \end{tabular} Determine the following: aeration period, F/M ratio, SVI, solids concentration in the return sludge. The single secondary settling tank at the Jambalaya shrimp processing WWTP (Problem 8-24) is \( 5.0 \mathrm{~m} \) in diameter and \( 2.5 \mathrm{~m} \) deep at the side wall. The effluent weir is a single launder set on the tank wall. Evaluate the overflow rate, depth, solids loading, and weir length for conformance to standard practice,