Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P₁ = 300 kPa 21 = 0 P3 = (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa i -147.2 A3 = 0.035 m² 23 = 10 m kPa A2 = 0.03 m² Z₂ = 0
Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P₁ = 300 kPa 21 = 0 P3 = (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa i -147.2 A3 = 0.035 m² 23 = 10 m kPa A2 = 0.03 m² Z₂ = 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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