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Q1, ( through a filter and then is circulated back to the tanks as shown below. The flowrate is 0.08 ft /s and the kinematic viscosity of water v = 1.21 x 105 ft?/s. Determine Water is flowing from a large tank through the following pipe system. It goes a) The total lead loss of this pipe system if all major and minor losses are included. b) The required power for the pump to circulate water in the system.

Q1, ( through a filter and then is circulated back to the tanks as shown below. The flowrate is 0.08 ft /s and the kinematic viscosity of water v = 1.21 x 105 ft?/s. Determine Water is flowing from a large tank through the following pipe system. It goes a) The total lead loss of this pipe system if all major and minor losses are included. b) The required power for the pump to circulate water in the system.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PLEASE solve NEATLY. 

D is given as shown. 

Q1, Water is flowing from a large tank through the following pipe system. It goes through a filter and then is circulated back to the tanks as shown below. The flowrate is 0.08 ft/s and the kinematic viscosity of water v = 1.21 x 105 ft2/s. Determine a) The total lead loss of this pipe system if all major and minor losses are included. b) The required power for the pump to circulate water in the system. KL exit 1.0 KL elbow =2 KL valve = = 6.0 10 ft KL tilter KŁ ent = 0.8 12.0 The total length of the pipe is 300 ft Pump The diameter of the pipe is D ft (see Table 1) The relative roughness, e/D = 0.02 Filter Use Haaland's equation to find the friction factor: D=.15 ft -2 6.9 -1.8log| Re (elD 3.7
Transcribed Image Text:Q1, Water is flowing from a large tank through the following pipe system. It goes through a filter and then is circulated back to the tanks as shown below. The flowrate is 0.08 ft/s and the kinematic viscosity of water v = 1.21 x 105 ft2/s. Determine a) The total lead loss of this pipe system if all major and minor losses are included. b) The required power for the pump to circulate water in the system. KL exit 1.0 KL elbow =2 KL valve = = 6.0 10 ft KL tilter KŁ ent = 0.8 12.0 The total length of the pipe is 300 ft Pump The diameter of the pipe is D ft (see Table 1) The relative roughness, e/D = 0.02 Filter Use Haaland's equation to find the friction factor: D=.15 ft -2 6.9 -1.8log| Re (elD 3.7
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