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A liquid of specific weight 58 lb/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 the figure below. Sections 1 and 2 are atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 1 ft 1 ft Q=0.15 ft³/h O 9.631 x 10.4 Pa-s O 7.654 x 10-4 Pa-s O 2.468 x 104 Pa-s d=0.004 ft O 4.567 x 10 Pa-s

A liquid of specific weight 58 lb/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 the figure below. Sections 1 and 2 are atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 1 ft 1 ft Q=0.15 ft³/h O 9.631 x 10.4 Pa-s O 7.654 x 10-4 Pa-s O 2.468 x 104 Pa-s d=0.004 ft O 4.567 x 10 Pa-s

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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A liquid of specific weight 58 lb/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 the figure below. Sections 1 and 2 are atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 1 ft 1 ft d = 0.004 ft Q=0.15 ft³/h O 9.631 x 10-4 Pa-s O 7.654 x 10-4 Pa-s O 2.468 x 10.4 Pa-s ○ 4.567 x 10.4 Pa-s
Transcribed Image Text:A liquid of specific weight 58 lb/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 the figure below. Sections 1 and 2 are atmospheric pressure. Neglecting entrance effects, compute the viscosity of the liquid. 1 ft 1 ft d = 0.004 ft Q=0.15 ft³/h O 9.631 x 10-4 Pa-s O 7.654 x 10-4 Pa-s O 2.468 x 10.4 Pa-s ○ 4.567 x 10.4 Pa-s
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