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Problem 1 (30): Water (density p 999 kg/m) flows through a pipe bend and constriction as shown in the schematic. The pipe section is connected to input and output pipes at loc ations A and B. the inlet point A is located 1 m higher in elevation compared to the exit point B. The total loss d ue to pipe friction, bend, and constriction can be approximated as EU = etY2 with et = 2.1 2 Find the total force component in the x (horizontal) direction required to hold the pipe section in place. Note: Pipes are continuous beyond A and B to the left, so the pressures at A and B are not atmospheric DA 10 cm z=1.0 m VA-1.2m/s 1 → D5 cm PB 5000 Pa (gauge pressure)

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