Inflows And Outflows Within A Single Loop Network Of Pipes Abcd Are Shown In Figure 3150605

Inflows and outflows within a single-loop network of pipes ABCD are shown in Figure Q3. Locations A, 8, C, and D are all at the same height above datum. Details of pipe lengths, diameters, and values of friction factor A are given in Table Q3. The acceleration due to gravity g may be assumed to be 9.81 m/s2•
a) Determine the directions and approximate values of discharge in each pipe (in Ifs) using two complete iterations