Pipes in Parallel Example 2.5. For a given parallel pipe arrangement in Fig. 2.19, calculate equivalent pipe diameter an
Posted: Sat Feb 19, 2022 3:31 pm
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Pipes in Parallel Example 2.5. For a given parallel pipe arrangement in Fig. 2.19, calculate equivalent pipe diameter and corresponding flow. Assume Darcy-Weisbach's friction factor f= 0.02 and neglect entry and exit (minor) losses. Length of equivalent pipe can be assumed as 500 m. A L = 700 m D = 250 mm h = 20m L2 = 600 m D = 200 mm 2 Figure 2.19. Pipes in parallel.