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Q10.7:
A vertical off-shore structure is built to withstand a maximum stress of $10^9$ Pa. Is the structure suitable for putting up on top of an oil well in the ocean ? Take the depth of the ocean to be roughly 3 km, and ignore ocean currents.

Solution :

Step 1: Identification of Physical Variables

To determine the suitability of the structure, we must calculate the hydrostatic pressure exerted by the ocean at the specified depth. Given parameters:

  • Depth of the ocean, $h = 3 \text{ km} = 3000 \text{ m}$
  • Maximum allowable stress of the structure, $\sigma_{max} = 10^9 \text{ Pa}$
  • Density of seawater, $\rho \approx 1030 \text{ kg/m}^3$ [Standard empirical value for ocean water]
  • Acceleration due to gravity, $g = 9.8 \text{ m/s}^2$
  • Atmospheric pressure, $P_{atm} = 1.013 \times 10^5 \text{ Pa}$

Step 2: Calculating Hydrostatic Pressure

The pressure exerted at a depth $h$ below the surface of a fluid is given by the hydrostatic pressure formula [Per Pascal’s Law and Fluid Statics]:

$P = P_{atm} + \rho gh$

Substituting the given values into the equation:

$P = 1.013 \times 10^5 + (1030 \times 9.8 \times 3000)$

$P = 1.013 \times 10^5 + 30,282,000$

$P = 0.1013 \times 10^8 + 302.82 \times 10^5$

$P \approx 3.03 \times 10^7 \text{ Pa}$

Step 3: Comparative Analysis

We compare the calculated pressure ($P$) against the maximum stress capacity ($\sigma_{max}$) of the offshore structure:

Variable Magnitude (Pa)
Hydrostatic Pressure ($P$) $3.03 \times 10^7 \text{ Pa}$
Maximum Stress ($\sigma_{max}$) $10 \times 10^8 \text{ Pa}$

Since $\sigma_{max} \gg P$ (specifically, the capacity is approximately 33 times greater than the pressure exerted), the structural integrity is maintained under these conditions.

Visual Representation of Force Vectors

Ocean Surface Structure P = ρgh P = ρgh h = 3 km

Final Conclusion

Because the hydrostatic pressure exerted by the ocean at a depth of 3 km ($3.03 \times 10^7 \text{ Pa}$) is significantly lower than the structural limit of the platform ($10^9 \text{ Pa}$), the structure is well within the safety margin to withstand the pressure.

Final Solution: Yes, the structure is suitable for use on top of the oil well, as the hydrostatic pressure at 3 km depth is approximately $3.03 \times 10^7 \text{ Pa}$, which is well below the maximum stress limit of $10^9 \text{ Pa}$.


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