5.44 Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in Fig. P5.44, estimate values of the x and y components of the force exerted by the tee on the water. Each pipe has an inside di- ameter of 1 m. Section (3) 2-20 = 10 m² -Section (1) V₁ = 6 m/s P = 200 kPa FIGURE P5.44 Section (2) 08-

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5.44 Assuming frictionless, incompressible, one-dimensional
flow of water through the horizontal tee connection sketched in
Fig. P5.44, estimate values of the x and y components of the
force exerted by the tee on the water. Each pipe has an inside di-
ameter of 1 m.
Section (3)
Q₂ =
10 m³/s
-Section (1)
V₂ = 6 m/s
P₁ = 200 kPa
FIGURE P5.44
Section (2)
08-
Transcribed Image Text:5.44 Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in Fig. P5.44, estimate values of the x and y components of the force exerted by the tee on the water. Each pipe has an inside di- ameter of 1 m. Section (3) Q₂ = 10 m³/s -Section (1) V₂ = 6 m/s P₁ = 200 kPa FIGURE P5.44 Section (2) 08-
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