Example: 5-1 60 40 220 Neglecting minor losses in the pipe, determine the flows in the pipes and the pressure heads at t

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Example 5 1 60 40 220 Neglecting Minor Losses In The Pipe Determine The Flows In The Pipes And The Pressure Heads At T 1 (62.13 KiB) Viewed 111 times

Example: 5-1 60 40 220 Neglecting minor losses in the pipe, determine the flows in the pipes and the pressure heads at the nodes 0 (kinematic viscosity= 1.13x10-6m2/s) 1.40 150 D 30 Data Pipe AB BC CD DE EF AF BE Length (m) Diameter (RM) 600 150 600 150 200 100 600 150 600 150 200 200 200 100 Roughness size of all pipes = 0.06 min Pressure head elevation at A = 70 in o.d. Eleintient of pipe rodes F Node Elevation (mod.) 30 20 22 25