The total headloss from A to D is 14 m.Af_{1} = 0.02 D_{1} = 300mm L = 500mn_{2} = 0.012 D_{2} = 200mm L_{2} = 300mn_{3} = 0.013 D_{3} = 250mm L_{3} = 250mDC_{5} = 120 D_{5} = 400mm L_{5} = 300mn_{4} = 0.015 D₁=350mm L_{4} = 300m11. Compute the discharge of all pipeline 12. Solve for the diameter of an equivalent pipe having a total length of 1000m and f = 0.02 .Af_{1} = 0.02 D_{1} = 300mm L = 500mn_{2} = 0.012 D_{2} = 200mm L_{2} = 300mn_{3} = 0.013 D_{3} = 250mm L_{3} = 250mDC_{5} = 120 D_{5} = 400mm L_{5} = 300mn_{4} = 0.015 D₁=350mm L_{4} = 300m11. Compute the discharge of all pipeline 12. Solve for the diameter of an equivalent pipe having a total length of 1000m and f = 0.02 .
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