Water ( = 1000 kg/m 3 ) flows through a horizontal bend and T section as shown.
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Water (ρ = 1000 kg/m3) flows through a horizontal bend and T section as shown. At section a the flow enters with a velocity of 5 m/s, and the pressure is 4.8 kPa gage. At both sections b and c the flow exits the device with a velocity of 3 m/s, and the pressure at these sections is atmospheric (p = 0). The cross-sectional areas at a, b, and c are all the same: 0.20 m2. Find the x- and y-components of force necessary to restrain the section.
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Related Book For
Engineering Fluid Mechanics
ISBN: 9781118880685
11th Edition
Authors: Donald F. Elger, Barbara A. LeBret, Clayton T. Crowe, John A. Robertson
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