A differential manometer is attached to a pipe, as shown in the figure. Calculate the pressure difference between points 4 and B (P,- P, ). Mercury (sg. = 13.6) 0.1 ft y Oil B (s.g. = 0.91) 395.928 Ib/ft^2 432.816 Ib/ft^2 O 46.127 Ib/ft^2 237.557 Ib/ft^2

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Soil Deposits-origin, Grain-size, And Shape
Section: Chapter Questions
Problem 2.11P
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* ll.
9:1.
A docs.google.com
A differential manometer is attached to a pipe, as shown in the figure.
Calculate the pressure difference between points A and B (P, - P, ).
Mercury
(s.g. = 13.6)
0.1 ft
Oil
(s.g. = 0.91)
395.928 Ib/ft^2
432.816 Ib/ft^2
46.127 Ib/ft^2
237.557 Ib/ft^2
119.074 Ib/ft^2
279.092 Ib/ft^2
554.299 Ib/ft^2
158.371 Ib/ft^2
190.638 Ib/ft^2
475.114 Ib/ft^2
316.742 Ib/ft^2
351.480 E+A
Transcribed Image Text:* ll. 9:1. A docs.google.com A differential manometer is attached to a pipe, as shown in the figure. Calculate the pressure difference between points A and B (P, - P, ). Mercury (s.g. = 13.6) 0.1 ft Oil (s.g. = 0.91) 395.928 Ib/ft^2 432.816 Ib/ft^2 46.127 Ib/ft^2 237.557 Ib/ft^2 119.074 Ib/ft^2 279.092 Ib/ft^2 554.299 Ib/ft^2 158.371 Ib/ft^2 190.638 Ib/ft^2 475.114 Ib/ft^2 316.742 Ib/ft^2 351.480 E+A
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