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3. A liquid of specific weight p g= 58 lbf/ft3 flows by gravity through a 1-ft tank and a 1-ft capillary tube at a rate of 0.15 ft3 /h, as shown in Fig. 2. Sections 1 and 2 are at atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 50cm 50cm d= 12mm Q= 0.0041 m³/h Fig 2

3. A liquid of specific weight p g= 58 lbf/ft3 flows by gravity through a 1-ft tank and a 1-ft capillary tube at a rate of 0.15 ft3 /h, as shown in Fig. 2. Sections 1 and 2 are at atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 50cm 50cm d= 12mm Q= 0.0041 m³/h Fig 2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Fluid mechanics
3. A liquid of specific weightp g= 58 lbf/ft3 flows by gravity through a 1-ft tank and a 1-ft capillary tube at a rate of 0.15 ft3 /h, as shown in Fig. 2. Sections 1 and 2 are at atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 50cm 50cm d= 12mm Q = 0.0041 m³/h Fig. 2
Transcribed Image Text:3. A liquid of specific weightp g= 58 lbf/ft3 flows by gravity through a 1-ft tank and a 1-ft capillary tube at a rate of 0.15 ft3 /h, as shown in Fig. 2. Sections 1 and 2 are at atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 50cm 50cm d= 12mm Q = 0.0041 m³/h Fig. 2
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