A pipeline with roughness ks = 1.0mm and diameter D = 9.6cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 1001kg/m³, dynamic viscosity of water = 0.001Pa-s and acceleration due to gravity 9.81 m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir Pipe with D.K. Reservoir 2 a) What is the friction factor of the pipe for a flow rate of Q=34L/s? Provide your answer to 3 decimal places. The friction factor f = b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places. The length is L= m.

A pipeline with roughness ks = 1.0mm and diameter D = 9.6cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 1001kg/m³, dynamic viscosity of water = 0.001Pa-s and acceleration due to gravity 9.81 m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir Pipe with D.K. Reservoir 2 a) What is the friction factor of the pipe for a flow rate of Q=34L/s? Provide your answer to 3 decimal places. The friction factor f = b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places. The length is L= m.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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