Q2. System of Linear Algebraic Equations In a waste water treatment plant clarification of water takes according to the following diagram, to remove the flocs. The volumetric flow rates in and out of each tanks are in m/s are mentioned in the figure. To obtain the steady state concentrations of the floc (C) in each of the tanks, with each tank of 2 m, carry out the following steps assuming the system to be only flow in and out process with complete mixing and no reaction: 180 m/s 5 molr 3850 m/s 20 mol/m Tank 1 Tank 4 cit CH 67 m/s 161 m/s Tank 3 182 m/s 36 m/s Tank 5 Tank 2 CB 212 m/s CE 710 m/s 110 mol/m 740 m/s 15 mol/m 4720 m/s 10 mol/m A) Obtain the linear set of equations for the process and write it in the form of. Ax=b (3M) [PTO] B) Carry out the Gauss elimination operations to obtain cin each of the tanks. (4M) Iterations 0 1 Cfi 0.5 Error Cr2 1.0 Cf3 1.5 C14 2.0 f5 1.0 D - 2 th C) Write a code for finding the cr in each of the tanks via Gauss-Seidel method, such that X. (mol/m)= [0.5 1.0 1.5 2.0 1.0)". For d = 10-6 report the values as: [4M]