Z = 15 m 0.12 m ID pipe P2 = ?? kPa 0.07 m ID pipe P1 = 325 kPa Flow = 6 liter/sec water 2. Apply the Bernoulli equation to determine the exit pressure of the stream when it exists the system, given all other necessary parameters shown in the diagram. Suggest that you use metric units (kg/meter/sec) to solve the problem and recall the following unit definitions. 1PA=1 N/m^2, 1 N=1kg-m/s^2. Velocity at entrance_ meters/sec meters/sec. Velocity at exit_ Exit pressure at P2_ kPa. d₁ = 0.07m 7cm d2 = 0.12m 12cm AZ = = 150 15 й = L = 6-* S Bernoullis Eq →> v m S A(m²) 1m³ ☐ * 103L πα ΔΡ Au² + ρ 2 m P2 - P1 + + 9.8 1000 kg 2 S² m3 * + gaz = 0 * 15m = 0

Z = 15 m 0.12 m ID pipe P2 = ?? kPa 0.07 m ID pipe P1 = 325 kPa Flow = 6 liter/sec water 2. Apply the Bernoulli equation to determine the exit pressure of the stream when it exists the system, given all other necessary parameters shown in the diagram. Suggest that you use metric units (kg/meter/sec) to solve the problem and recall the following unit definitions. 1PA=1 N/m^2, 1 N=1kg-m/s^2. Velocity at entrance_ meters/sec meters/sec. Velocity at exit_ Exit pressure at P2_ kPa. d₁ = 0.07m 7cm d2 = 0.12m 12cm AZ = = 150 15 й = L = 6-* S Bernoullis Eq →> v m S A(m²) 1m³ ☐ * 103L πα ΔΡ Au² + ρ 2 m P2 - P1 + + 9.8 1000 kg 2 S² m3 * + gaz = 0 * 15m = 0

University Physics Volume 1

18th Edition

ISBN:9781938168277

Author:William Moebs, Samuel J. Ling, Jeff Sanny

Publisher:William Moebs, Samuel J. Ling, Jeff Sanny

Chapter14: Fluid Mechanics

Section: Chapter Questions

Problem 53P: Verigy that the SI of hpg is N/m2.

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