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Practice Problems for FE Fluid Mechanics

Practice Problems for FE Fluid MechanicsArturo S. Leon, PhD, PE, FE REFERENCE HANDBOOK, VERSION 1 Example 22 Example 3 Example 4 Example 5 Example 6 Example 7 Example 8 Example 9 Example 10 Example 11 Example 12 Example 13 Example 14 Example 15 Example 16 Example 17 Example 18 Example 19 Example 20 Example 21 Example 22 Example 23 Example 24 Example 25 Example 26 Example 27 Example 28 All of these principles are likely to be applied to determine the flow in a pipeline except:A) conservation of momentum B) minor losses C) Darcy WeisbachD) Hazen Williams E) energy balance F) conservation of mass (continuity)Example 29 Which of the following methods can be used to determine friction loss in pipelines?

Example 30 Inthepipesystemdepictedbelow,thedischargeinpipeABis100 m3/sec. Branch 1 is 500 m long, and it has a diameter of 2 m and a friction factor of 0.018. Branch 2 has a length of 400 m, diameter of 3 m, and a friction factor of 0.02.

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Transcription of Practice Problems for FE Fluid Mechanics

1 Practice Problems for FE Fluid MechanicsArturo S. Leon, PhD, PE, FE REFERENCE HANDBOOK, VERSION 1 Example 22 Example 3 Example 4 Example 5 Example 6 Example 7 Example 8 Example 9 Example 10 Example 11 Example 12 Example 13 Example 14 Example 15 Example 16 Example 17 Example 18 Example 19 Example 20 Example 21 Example 22 Example 23 Example 24 Example 25 Example 26 Example 27 Example 28 All of these principles are likely to be applied to determine the flow in a pipeline except:A) conservation of momentum B) minor losses C) Darcy WeisbachD) Hazen Williams E) energy balance F) conservation of mass (continuity)Example 29 Which of the following methods can be used to determine friction loss in pipelines?

2 A) Darcy WeisbachB) ManningC) Hazen Williams D) A, B, and CE) A and B onlyF) A and C only G) B and C only H) none of the aboveExample 30 Inthepipesystemdepictedbelow,thedischarg einpipeABis100m3/sec. Branch 1 is 500 m long, and it has a diameter of 2 m and afriction factor of Branch 2 has a length of 400 m, diameter of3 m, and a friction factor of Determine the length of anequivalent pipe to replace branches 1 and 2 assuming the pipediameter is 3 m and f = ) 222 m B) 432 m C) 832 m D) 112 mExample 31To avoid cavitation in a pump, one of the few items that a designer has control over is theA) vapor pressure B) velocity head C) position of the pumpD) suction line head lossesExample 32 The maximum velocity near the tip of impeller vanes is an important parameter in assessing pump cavitation potential.

3 It is normally supplied by the pump manufacturers using the term:A) total suction head B) tip velocity C) cavitation parameterD) net positive suction headExample 33 Example 34 Example 35 Estimate the takeoff speed needed for a 1200-kgaircraft (including payload) if the angle of attack at takeoff is to be 10 . The effective wing area (chord times length) is 16 m2. The lift coefficient for an angle of attack of 10 is


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