Problem 5. Use a kinematic viscosity of 1.41 x 10-5 ft2/s or 1.307 x 10-6 m2/s and the MoodyDiagram for the following.dt bus9d 9d blow terw9dt ia. For a relative roughness of 0.0001, what would be the minimum Reynolds number resultingin fully turbulent flow. If the flow velocity were 5.0 ft/s, what minimum diameter would berequired?b. The head loss in a section of 200-mm-diameter pipe (k = 0.090 mm) was calculated assumingfully turbulent flow. If the resulting flow rate is 72 liters per second, would the friction factorneed to be adjusted? If so, what would be the new f?c. A 4-in-diameter pipe is assumed to be smooth. A test showed a head loss of 1.08 ft in 100 ftof pipe when the flow was 0.304 cfs. Is the assumption correct?d. A 1/4-in-diameter copper pipe has a flow of 0.150 gpm. What would be the friction factor forthis flow?

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Answered: Problem 5. Use a kinematic viscosity of…

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter5: Separation Processes

Section: Chapter Questions

Problem 5.32P

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