A two branch commercial pipe system shown below delivers 0.42 m3/s of water at 5C. Calculate the following using the Haaland Equation for pipe friction losses: 1. Friction and minor losses at each component of the system 2. Flow split between the two branches 3. Total pressure loss between the points A & B 4. Pressure at A if the pressure at B is 22kPa To solve this iterative problem use the Goal Seek Function. 110 m 60 m Branch I D-250 mm 40m 110 m 40m D), -200 mm -200 mm 20m Branch II 220 m