Floating 2

A cuboid block of dimensions a × b × c a \times b \times c ( ( with a < b a < b and a , b c ) a,b\ll c) and uniform density ρ < 0.5 \rho<0.5 floats on water. Depending on the density and the ratio b / a b/a , there are two different equilibrium possibilities, illustrated in the figure.

A . The bottom side is horizontal.

B . The bottom side makes an angle of α < 4 5 \alpha<45^{\circ} to the horizontal. Note that there are two possibilities, one with a leftward tilt and another with a rightward tilt, and these two states are equally stable.

For low densities, figure A correctly describes the stable equilibrium. If the ratio b / a b/a is smaller than a critical value, configuration B will become stable at higher densities ( ( close to ρ = 0.5 ) . \rho=0.5). If b / a b/a is larger than the critical value, there is only one possible stable equilibrium ( A ), independent of the density.

What it the critical value of b / a ? b/a?

Notes : The density ρ \rho is measured relative to the water. For ρ > 0.5 , \rho>0.5, the stable configurations follow in reverse order, with configuration A being stable for ρ \rho approaching 1, except for the fact that the block is much more submerged.


The answer is 1.2247.

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2 solutions

Laszlo Mihaly
Sep 27, 2018

The center of mass of the block is at an elevation of a / 2 a/2 from the base (red dot on the Figure). The center of the mass of the displaced water is at an elevation of ρ a / 2 \rho a/2 (blue dot). The weight of the block and the weight of the displaced water are equal to each other, W = ρ g a b c W=\rho g abc , where g g is the gravitational acceleration.

Imagine that the block is tilted by a small angle α \alpha , and the displaced water water does not change its shape. In this situation the weight vector of the block does not line up with the upward force due to the displaced water. There will be a torque of τ 1 = W \tau_1=W \ell acting on the block, where = α a 2 ( 1 ρ ) \ell=\alpha \frac{a}{2} (1-\rho) is the distance between the two parallel an opposite forces.

This torque is counter-acted by a wedge-shaped piece of water that flows from one side of the block to the other side, so that the water surface remains horizontal. For small α \alpha , the height of the water at a distance x x from the center line is h = α x h=\alpha x . The weight of a slice of water of width d x dx is d W = ρ w g c d x ( α x ) dW=\rho_w g c dx (\alpha x) and the torque is d τ = x ρ w g c d x ( α x ) d\tau=x \rho_w g c dx (\alpha x) . The total torque due to this water amount is

τ 2 = 2 g α c 0 b / 2 x 2 d x = 1 12 g α c b 3 \tau_2= 2g \alpha c \int_{0}^{b/2}x^2 dx = \frac{1}{12} g \alpha c b^3 ,

where the factor 2 stands for the left and the right side from the center line and we assumed that the density of water is ρ w = 1 \rho_w=1 . For the configuration to be stable one needs τ 2 > τ 1 \tau_2>\tau_1 . At the at the critical density the two torques are equal

ρ a b c a 2 ( 1 ρ ) α = 1 12 α c b 3 \rho a b c \frac {a}{2} (1-\rho)\alpha= \frac{1}{12}\alpha c b^3 or

ρ ( 1 ρ ) a 2 = 1 6 b 2 \rho(1-\rho) a^2= \frac{1}{6} b^2

For any given b / a b/a ratio we can solve this equation for the density to get a non-trivial, tilted, equilibrium:

ρ = 1 ± 1 4 b 2 6 a 2 2 \rho= \frac{1\pm\sqrt{1-\frac{4b^2}{6a^2}}}{2}

As b / a b/a increases at a certain point the solution becomes a complex number. The critical value is

b a = 3 2 = 1.2247 \frac{b}{a}= \sqrt{\frac{3}{2}}=1.2247

Vinod Kumar
Oct 9, 2018

Answer is derived from the expression,

width > (√6) height, (submerged height).

After correcting for density of 0.5,

Width > (1/2) (√6) full_height.

Answer=(1/2)√6

For derivation of [width > (√6) height], see the objective question with four options in preparation to Entrance examination to Mechanical Engineering Course in a University in India. The link is given below:

https://books.google.co.in/books?id=ZREwDwAAQBAJ&pg=PA39-IA268&lpg=PA39-IA268&dq=rotational+stability+of+floating+of+rectangular+blocks&source=bl&ots=dc-0zUeoq2&sig=4-qqvElQG6rX5fjzA4qJKtEkAPA&hl=en&sa=X&ved=2ahUKEwjYhsnSk_ndAhVEQI8KHTdrBgwQ6AEwGnoECAYQAQ

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