Q3) There is a reservoir having a curved bottom surface (A-B) as shown in Figure. The density of water in the reservoir is pi-1000 kg/m. There is seepage into the ground at the curved surface (B-C). Assume that seeping fluid with a density of p2-1020 kg/m² causes hydrostatic pressure as well on the surface. a)Calculate the hydrostatic forces on curved surface A-B and on B-C. Calculate their point of actions. b) Draw the hydrostatic pressure distribution on A-B and B-C and show the resultant forces and point of actions. Patm p=1000 kg/m 10 m IB y=4.5x-x' Pam solid p-1020 kg/m C 1.5 m 2.5 m
Q3) There is a reservoir having a curved bottom surface (A-B) as shown in Figure. The density of water in the reservoir is pi-1000 kg/m. There is seepage into the ground at the curved surface (B-C). Assume that seeping fluid with a density of p2-1020 kg/m² causes hydrostatic pressure as well on the surface. a)Calculate the hydrostatic forces on curved surface A-B and on B-C. Calculate their point of actions. b) Draw the hydrostatic pressure distribution on A-B and B-C and show the resultant forces and point of actions. Patm p=1000 kg/m 10 m IB y=4.5x-x' Pam solid p-1020 kg/m C 1.5 m 2.5 m
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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Transcribed Image Text:Q3) There is a reservoir having a curved bottom surface (A-B) as shown in Figure. The density
of water in the reservoir is pi=1000 kg/m. There is seepage into the ground at the curved
surface (B-C). Assume that seeping fluid with a density of p2=1020 kg/m³ causes hydrostatic
pressure as well on the surface.
a)Calculate the hydrostatic forces on curved surface A-B and on B-C. Calculate their point of
actions.
b) Draw the hydrostatic pressure distribution on A-B and B-C and show the resultant forces
and point of actions.
Patm
P=1000 kg/m
10 m
IB
y-4.5x-x
atm
solid
P1020 kg/m
1.5 m
2.5 m
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