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A fluid of specific gravity 0.8 is flowing in a pipe. The pressure drop across a flow secti between 1 and 2 is measured by a differential manometer as shown in the figure below The manometric fluid is mercury (S = 13.6). The pressure drop is Fluid (5-0.8) 2m 0.5 m He Assume density of water is 1000 kg/m³ and g = 9.81 m/s².

A fluid of specific gravity 0.8 is flowing in a pipe. The pressure drop across a flow secti between 1 and 2 is measured by a differential manometer as shown in the figure below The manometric fluid is mercury (S = 13.6). The pressure drop is Fluid (5-0.8) 2m 0.5 m He Assume density of water is 1000 kg/m³ and g = 9.81 m/s².

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A fluid of specific gravity 0.8 is flowing in a pipe. The pressure drop across a flow secti between 1 and 2 is measured by a differential manometer as shown in the figure below The manometric fluid is mercury (S = 13.6). The pressure drop is Fluid (5-0.8) 2 m 0.5 m He Assume density of water is 1000 kg/m³ and g = 9.81 m/s².
Transcribed Image Text:A fluid of specific gravity 0.8 is flowing in a pipe. The pressure drop across a flow secti between 1 and 2 is measured by a differential manometer as shown in the figure below The manometric fluid is mercury (S = 13.6). The pressure drop is Fluid (5-0.8) 2 m 0.5 m He Assume density of water is 1000 kg/m³ and g = 9.81 m/s².
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