Fluid Mechanics question is Q3) There is a reservoir having a curved bottom surface (A-B) as shown in Figure. The densityof water in the reservoir is pi=1000 kg/m. There is seepage into the ground at the curvedsurface (B-C). Assume that seeping fluid with a density of p2=1020 kg/m³ causes hydrostaticpressure as well on the surface.a)Calculate the hydrostatic forces on curved surface A-B and on B-C. Calculate their point ofactions.b) Draw the hydrostatic pressure distribution on A-B and B-C and show the resultant forcesand point of actions.PatmP=1000 kg/m10 mIBy-4.5x-xatmsolidP1020 kg/m1.5 m2.5 m

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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