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Practice Problems for FE Fluid Mechanics

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Practice Problems for FE Fluid MechanicsArturo S. Leon, PhD, PE, FE REFERENCE HANDBOOK, VERSION 1Example 22Example 3Example 4Example 5Example 6Example 7Example 8Example 9Example 10Example 11Example 12Example 13Example 14Example 15Example 16Example 17Example 18Example 19Example 20Example 21Example 22Example 23Example 24Example 25Example 26Example 27Example 28All 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 29Which of the following methods can be used to determine friction loss in pipelines?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 30Inthepipesystemdepictedbelow,thedischa rgeinpipeABis100m3/sec.

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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