A pipeline with roughness ks = 1.0mm and diameter D = 8.4cm connects two reservoirs. The...
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A pipeline with roughness ks = 1.0mm and diameter D = 8.4cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 90m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 998kg/m³, dynamic viscosity of water = 0.001Pas and acceleration due to gravity 9.81m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir 1 Pipe with: D,K, m. H Reservoir 2 a) What is the friction factor of the pipe for a flow rate of Q =24L/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= A pipeline with roughness ks = 1.0mm and diameter D = 8.4cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 90m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 998kg/m³, dynamic viscosity of water = 0.001Pas and acceleration due to gravity 9.81m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir 1 Pipe with: D,K, m. H Reservoir 2 a) What is the friction factor of the pipe for a flow rate of Q =24L/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=
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Fraud examination
ISBN: 978-0538470841
4th edition
Authors: Steve Albrecht, Chad Albrecht, Conan Albrecht, Mark zimbelma
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