20 kg/s (3 P-200 kPa 3 cm Ps-150 kPa 45 kg/s 11 cm 1 8 2 P-250 kPa 2 65 kg/s - 6 cm 0 1

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20 Kg S 3 P 200 Kpa 3 Cm Ps 150 Kpa 45 Kg S 11 Cm 1 8 2 P 250 Kpa 2 65 Kg S 6 Cm 0 1 1 (565.96 KiB) Viewed 9 times

Water is flowing into and discharging from a pipe U-section as
shown in Figure below. At flange (1), the total absolute pressure
is 250 kPa, and 65 kg/s flows into the pipe. At flange (2), the
total pressure is 200 kPa. At location (3), 20 kg/s of water
discharges to the atmosphere, which is at 150 kPa. Determine the
following:
Total x and z forces at the two flanges connecting the pipe
neglecting the weight of U-turn pipe and the fluid inside. Take the
momentum-flux correction factor to be 1.05 throughout the
pipes.
20 kg/s (3 P-200 kPa 3 cm Ps-150 kPa 45 kg/s 11 cm 1 8 2 P-250 kPa 2 65 kg/s - 6 cm 0 1