(Bernoulli/continuity) Water flows steadily through the pipe shown in the figure below such that the pressures at sections (1) and (2) are 262 kPa and 116 kPa, respectively. Determine the diameter of the pipe at section (2), D₂, if the velocity at section 1 is 21 m/s and viscous effects are negligible. P2 = 116 kPa m P₁ =262 kPa D₁=0.11 m 52 m 17

Structural Analysis
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Chapter2: Loads On Structures
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(Bernoulli/continuity) Water flows steadily through the pipe shown in the figure below such that the pressures at sections (1) and (2)
are 262 kPa and 116 kPa, respectively. Determine the diameter of the pipe at section (2), D₂, if the velocity at section 1 is 21 m/s and
viscous effects are negligible.
P₂ = 116 kPa
P₁ =262 kPa
D, 0.11 m
52 m
Transcribed Image Text:Show Attempt History Current Attempt in Progress (Bernoulli/continuity) Water flows steadily through the pipe shown in the figure below such that the pressures at sections (1) and (2) are 262 kPa and 116 kPa, respectively. Determine the diameter of the pipe at section (2), D₂, if the velocity at section 1 is 21 m/s and viscous effects are negligible. P₂ = 116 kPa P₁ =262 kPa D, 0.11 m 52 m
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