- 3 A Pipe Carrying A Water Flow Q 25 L S Branches Between Nodes A And B Into Two Pipes In Parallel With Diameters D 100 1 (38.86 KiB) Viewed 7 times
3) A pipe carrying a water flow Q=25 l/s Branches between nodes A and B into two pipes in Parallel with diameters D₁=100
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3) A pipe carrying a water flow Q=25 l/s Branches between nodes A and B into two pipes in Parallel with diameters D₁=100
3) A pipe carrying a water flow Q=25 l/s Branches between nodes A and B into two pipes in Parallel with diameters D₁=100mm and D₂=150mm With the lengths L₁=300m and L2=500m and the distributed head loss coefficients λ₁=0.04 and A2=0.03. Calculate: a) The flows in the two pipes. b) The head loss between nodes A and B. (Figure is not clear but I MENTION 1 and 2 on picture for values) 1 2