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Question: A liquid of density $\rho$ is filled in a conical vessel as shown in fig. Force exerted by liquid on...

A liquid of density ρ\rho is filled in a conical vessel as shown in fig. Force exerted by liquid on side wall is

Answer

πRhR2+h2ρg3\frac{\pi R h \sqrt{R^2 + h^2} \rho g}{3}

Explanation

Solution

To find the force exerted by the liquid on the side wall of the conical vessel, we consider the pressure exerted by the liquid at different depths and integrate it over the area of the side wall.

Let the conical vessel have height hh and base radius RR. The density of the liquid is ρ\rho. Let LL be the slant height of the cone, so L=R2+h2L = \sqrt{R^2 + h^2}.

Consider a horizontal ring on the side wall at a vertical depth yy from the free surface of the liquid. The radius of the cone at this depth is r=R(1y/h)r = R(1 - y/h). The pressure at this depth is P=ρgyP = \rho g y.

Consider a small strip of the side wall of vertical height dydy at depth yy. The slant height of this strip is dsds. The relationship between dsds and dydy is ds=Lhdyds = \frac{L}{h} dy. The area of this elemental ring on the side wall is dA=2πrds=2πR(1y/h)LhdydA = 2\pi r ds = 2\pi R(1 - y/h) \frac{L}{h} dy.

The force dFdF exerted by the liquid on this elemental ring is dF=PdAdF = P dA. This force is perpendicular to the side wall and directed outwards. dF=(ρgy)(2πRLh(1y/h)dy)dF = (\rho g y) \left( 2\pi R \frac{L}{h} (1 - y/h) dy \right) dF=2πRLρghy(1yh)dydF = \frac{2\pi RL \rho g}{h} y \left(1 - \frac{y}{h}\right) dy

The total force FF exerted by the liquid on the side wall is the integral of dFdF from the surface (y=0y=0) to the base (y=hy=h): F=0hdF=0h2πRLρgh(yy2h)dyF = \int_{0}^{h} dF = \int_{0}^{h} \frac{2\pi RL \rho g}{h} \left(y - \frac{y^2}{h}\right) dy F=2πRLρgh0h(yy2h)dyF = \frac{2\pi RL \rho g}{h} \int_{0}^{h} \left(y - \frac{y^2}{h}\right) dy F=2πRLρgh[y22y33h]0hF = \frac{2\pi RL \rho g}{h} \left[\frac{y^2}{2} - \frac{y^3}{3h}\right]_{0}^{h} F=2πRLρgh(h22h33h)F = \frac{2\pi RL \rho g}{h} \left(\frac{h^2}{2} - \frac{h^3}{3h}\right) F=2πRLρgh(h22h23)F = \frac{2\pi RL \rho g}{h} \left(\frac{h^2}{2} - \frac{h^2}{3}\right) F=2πRLρgh(3h22h26)F = \frac{2\pi RL \rho g}{h} \left(\frac{3h^2 - 2h^2}{6}\right) F=2πRLρgh(h26)F = \frac{2\pi RL \rho g}{h} \left(\frac{h^2}{6}\right) F=πRLρgh3F = \frac{\pi RL \rho g h}{3}

Substituting L=R2+h2L = \sqrt{R^2 + h^2}: F=πRR2+h2ρgh3F = \frac{\pi R \sqrt{R^2 + h^2} \rho g h}{3}