- The dimensions of the tank are,
Length (L) = 3m, Breadth (B) = 2m, Height (H) = 1m.
Since the tank is filled, the height of water in the tank = H = 1m.
The pressure of water at the bottom $= \rho \text{gH}$
= 1000 × 10 × 1
= 10000N/m2
Area of the bottom of the tank = L × B
= 3m × 2m = 6m2
So the force on the bottom = Pressure × Area
= 10000 × 6
= 60000N.
- The pressure at × m below the surface of the water $= \rho\text{gx}$
Area of a horizontal strip = 2 × x
The force on this strip F = Area pressure
$=2\times \text{x}^2\rho\text{gx}$
$= 2\times \text{x}^2×1000×10$
$= 20000 \text{x}^2\text{N}$
- The perpendicular distance of this force from the bottom of edge of this side
= H - x = 1 - xm
Hence the torque of the force = Force x perpendicular distance
= 20000x × x × (1 - x)Nm
= 20000 × x(1- x) × xNm.
- The total force of the water on this side $=\int\text{Fda},$ (from x = 0 to x = 1m,
where F is the pressure at the depth xm and da = area of the strip}
= spg × x (2 × dx) {dx is the width of the strip}
×$=2\text{pg}\int\text{x}\cdot\text{dx}$
$=2\text{pg}\times\Big[\frac{\text{x}^2}{2}\Big]$
= pgH2
= 1000 × 10 × 12
= 1000N.
- Total Force $=\frac{1}{2}\times\text{pg}\times\text{H}\times2$
= 10000N
The height of this resultant force from the bottom of edge of the side
will be one- third of H(height of the C.G. from the bottom) $=\frac{\text{H}}{3}$
Hence the torque $=10000\times\frac{1}{2}$
$=10000\times\frac{1}{2}$
$=\frac{10000}{3}\text{Nm}$