Design the pipeline [find the diameter(s)] in conjunction with the design criterion that are as follows. 0.5V2 m/s; and 55 p/y80 m (herein, V-velocity, p=pressure and y=specific weight of water-9810 N/m). Pipeline carries (transmits) a design discharge of Q-96 It/s. Whole pipes have same friction factor of f=0.02. Neglect all kinds of minor (local) energy losses. After finding the solution draw the energy line or hydraulic grade line (piezometric line). Atmosphere Q=96 lt/s 126 water reservoir I A 1000m B The friction loss hy=f 1500m 117 woost 2000m E 95 Soom 9 Atmosph 92 Sm reservoir II