Question: Q 2 b . The pipe network of two loops as shown below has to be analyzed by the Hardy Cross method for pipe flows

Q2b. The pipe network of two loops as shown below has to be analyzed by the Hardy Cross method for pipe flows for given pipe lengths L and pipe diameters D. The nodal inflow at node 1 and nodal outflow at node 3 are shown in the figure. Assume a constant friction factor f=0.02. The K values for Darcy-Weisbach head loss-discharge relationship are also given in Figure below
Q 2 b . The pipe network of two loops as shown

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