Let the given depth be h.
Pressure at the given depth, p = 80.0 atm = 80 × 1.01 × 10 5 Pa
Density of water at the surface, ρ1 = 1.03 × 10 3 kg m - 3
Let ρ2 be the density of water at the depth h.
Let V1 be the volume of water of mass m at the surface.
Let V2 be the volume of water of mass m at the depth h.
Let ΔV be the change in volume.
ΔV = V1 - V2
\(= m (\frac{1 }{ ρ_1} - \frac{1 }{ ρ_2})\)
∴ Volumetric strain = \(\frac{ΔV }{ V_1 }\)
\(= m (\frac{1 }{ ρ_1} - \frac{1 }{ ρ_2})\)\(× \frac{ρ_1 }{ m}\)
\(∴ \frac{ΔV }{ V_1} = 1 - \frac{ρ_1 }{ ρ_2} ....(i)\)
Bulk modulus, B = \(\frac{PV_1 }{ ΔV}\)
\(\frac{ΔV }{ V_1} =\frac{ P }{ B}\)
Compressibity of water =\( \frac{1 }{ B}\) = 45.8 × 10 - 11 Pa- 1
∴ \(\frac{ΔV }{ V_1}\) = 80 × 1.013 × 10 5 × 45.8 × 10 -11 = 3.71 × 10 - 3 ...(ii)
For equations (i) and (ii), we get : 1 - ρ1 / ρ2 = 3.71 × 10 - 3
ρ2 = \(\frac{1.03 × 10^ 3 }{ 1- (3.71 × 10 ^- 3) }\)
= 1.034 × 10 3 kg m-3
Therefore, the density of water at the given depth (h) is 1.034 × 103 kg m–3.
The elastic behavior of material for linear stress and linear strain, is shown in the figure. The energy density for a linear strain of 5×10–4 is ____ kJ/m3. Assume that material is elastic up to the linear strain of 5×10–4