2. Determine the discharge in each pipe of the network shown in the figure by using the Hardy- Cross method. Perform at least two iterations and corrections. Present your final discharge values on a separate figure with their directions indicated clearly. 60 A B 20 K3 = 1 K₁ = 5 K₂ = 3 Q is in m³/s K is in s²/m³ C 40

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