Measure the diameter of the pipe next to it, which goes from the discharge nozzle of a pump to the raised reservoir. The following data are known: • L1 = 4 m; L2 = 88 m; L3 = 75 m; L4 = 7 m. • • Maximum flow rate Q = 200 m³/h. Elevation elevations: Pump nozzle (H1) = 0.85 m Tank nozzle (H2) = 13.70 m Pump outlet pressure for the flow rate Q considered: P1 = 45 psig = 316 KPa. Maximum height of the liquid in the reservoir above point 2: Hr = 9 m. Maximum reservoir pressure: Pr = 10 psig = 70.3 KPa Specific weight of liquid: y = 9.5 N/dm³ Kinematic viscosity: v = 550 cks

Measure the diameter of the pipe next to it, which goes from the discharge nozzle of a pump to the raised reservoir. The following data are known: • L1 = 4 m; L2 = 88 m; L3 = 75 m; L4 = 7 m. • • Maximum flow rate Q = 200 m³/h. Elevation elevations: Pump nozzle (H1) = 0.85 m Tank nozzle (H2) = 13.70 m Pump outlet pressure for the flow rate Q considered: P1 = 45 psig = 316 KPa. Maximum height of the liquid in the reservoir above point 2: Hr = 9 m. Maximum reservoir pressure: Pr = 10 psig = 70.3 KPa Specific weight of liquid: y = 9.5 N/dm³ Kinematic viscosity: v = 550 cks

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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Applied Fluid Mechanics

A fluid is a substance that is continuously deformed by the application of shear stress. The rate of deformation of a fluid depends on its viscosity. The fluid tries to flow when it interacts with some other system.

Question

Measure the diameter of the pipe next to it, which goes from the
discharge nozzle of a pump to the raised reservoir. The following
data are known:
•
•
•
•
•
•
L1 = 4m; L2 = 88 m; L3 = 75 m; L4 = 7 m.
Maximum flow rate Q = 200 m³/h.
Elevation elevations: Pump nozzle (H1) = 0.85 m Tank nozzle
(H2) = 13.70 m
Pump outlet pressure for the flow rate Q considered: P1 = 45
psig = 316 KPa.
Maximum height of the liquid in the reservoir above point 2:
Hr = 9 m.
Maximum reservoir pressure: Pr = 10 psig = 70.3 KPa
Specific weight of liquid: y = 9.5 N/dm³
•
Kinematic viscosity: v = 550 cks
EL. 13,70 my
L4
L3
VG
VR EL. 0,85 m
P1

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