A pipeline is shown in Figure 2. Calculate the discharge Q and total head loss along...

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A pipeline is shown in Figure 2. Calculate the discharge Q and total head loss along the pipelines 1, 2 and 3 according to the following information. . . P = 105 Pa and V = 2 m/s Friction factor f=0.001 + (Y/1000) Length L = 20 + Xm Angle 0 = 10 + (X/2) Head loss factor K for bends is 10. d=0.15 m, d=0.2 m and d3=0.25 m 120 Figure 2: The pipeline A pipeline is shown in Figure 2. Calculate the discharge Q and total head loss along the pipelines 1, 2 and 3 according to the following information. . . P = 105 Pa and V = 2 m/s Friction factor f=0.001 + (Y/1000) Length L = 20 + Xm Angle 0 = 10 + (X/2) Head loss factor K for bends is 10. d=0.15 m, d=0.2 m and d3=0.25 m 120 Figure 2: The pipeline

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