(c) Water, of density 1000kg/m3, at an input gauge pressure of 50 kN/m2, flows through a horizontal pipe bend which turn
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(c) Water, of density 1000kg/m3, at an input gauge pressure of 50 kN/m2, flows through a horizontal pipe bend which turn
(c) Water, of density 1000kg/m3, at an input gauge pressure of 50 kN/m2, flows through a horizontal pipe bend which turns through 120° at a speed of 4.2 m/s, illustrated in Fig 26.1. Assuming that there are no losses due to friction, find the force exerted by the water on the pipe bend (magnitude and direction). 150 mm diameter 120° Figure 26.1
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