Three pipelines run in parallel from Station A to Station B to deliver water at a rate of 450 L/s as part of a larger water distribution network. Details of the three pipelines are provided below in Table 2. Determine the headloss between Stations A and B using the Moody diagram and the Darcy-Weisbach equation. Include a clearly marked Moody diagram for each pipe in your solution, showing Re and k/D for each f as used in your
calculations of friction headloss with the Darcy-Weisbach equation. Complete at least two iterations in your solution.

 

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Length (m) Table 2: Details of the three pipelines in the parallel system for Question Five. Pipe Material Diameter (mm) No. 1 2 12 3690 3 2150 2790 Concrete pipe (k = 0.9 mm) Fibrous cement (k= 1.5 mm) Commercial steel 348 15 243 18 179 9 Length (m) Table 2: Details of the three pipelines in the parallel system for Question Five. Pipe Material Diameter (mm) No. 1 2 12 3690 3 2150 2790 Concrete pipe (k = 0.9 mm) Fibrous cement (k= 1.5 mm) Commercial steel 348 15 243 18 179 9