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I was feeling a little sporty today and in my head made a guess of approx 25 minutes. Then I asked Grok AI... make your own guess before reading the answer!

How long would it take for a 1 lb. stone to sink to the very bottom of the Marianas trench in the Western Pacific Ocean?

To estimate how long it would take for a 1-pound stone to sink to the bottom of the Mariana Trench, we need to consider the physics of the stone's descent through water, including its terminal velocity, the depth of the trench, and relevant environmental factors. The Mariana Trench’s deepest point, the Challenger Deep, is approximately 10,984 meters (36,037 feet) below sea level. Let’s break this down step by step.Assumptions and Simplifications
  • Stone properties: The stone is assumed to be roughly spherical with a mass of 1 pound (0.453592 kg). We’ll estimate its density as that of typical rock, such as granite (~2700 kg/m³), to calculate its volume and size.
  • Water properties: Seawater density is approximately 1025 kg/m³ at the surface, increasing slightly with depth due to pressure, but we’ll use a constant 1025 kg/m³ for simplicity.
  • Descent dynamics: The stone will reach a terminal velocity quickly due to drag forces balancing its buoyant weight. We assume it falls straight down, unaffected by currents.
  • Drag model: We’ll use Stokes’ law for a spherical object at low Reynolds numbers, but since the stone may be larger, we’ll also consider a quadratic drag model (more realistic for larger objects).
  • No initial velocity: The stone is dropped from rest at the surface.
  • Neglecting compressibility: We assume the stone’s density and water’s properties remain relatively constant, though pressure increases significantly with depth.
Step 1: Calculate the Stone’s Properties
  • Mass:
    m=0.453592 kgm = 0.453592 \, \text{kg}m = 0.453592 \, \text{kg}
    .
  • Density of stone:
    ρstone=2700 kg/m3\rho_{\text{stone}} = 2700 \, \text{kg/m}^3\rho_{\text{stone}} = 2700 \, \text{kg/m}^3
    .
  • Volume of stone:
    V=mρstone=0.4535922700≈1.68×10−4 m3.V = \frac{m}{\rho_{\text{stone}}} = \frac{0.453592}{2700} \approx 1.68 \times 10^{-4} \, \text{m}^3.V = \frac{m}{\rho_{\text{stone}}} = \frac{0.453592}{2700} \approx 1.68 \times 10^{-4} \, \text{m}^3.
  • Radius of spherical stone: Assuming a sphere,
    V=43πr3V = \frac{4}{3}\pi r^3V = \frac{4}{3}\pi r^3
    .
    r=(3V4π)1/3=(3×1.68×10−44×3.14159)1/3≈0.0342 m (3.42 cm).r = \left( \frac{3V}{4\pi} \right)^{1/3} = \left( \frac{3 \times 1.68 \times 10^{-4}}{4 \times 3.14159} \right)^{1/3} \approx 0.0342 \, \text{m} \, (3.42 \, \text{cm}).r = \left( \frac{3V}{4\pi} \right)^{1/3} = \left( \frac{3 \times 1.68 \times 10^{-4}}{4 \times 3.14159} \right)^{1/3} \approx 0.0342 \, \text{m} \, (3.42 \, \text{cm}).
    The stone has a radius of ~3.42 cm, so a diameter of ~6.84 cm (about the size of a small rock).
Step 2: Forces on the StoneThe stone sinks due to the net force between its weight and buoyancy, opposed by drag. At terminal velocity, the net force is zero.
  • Weight of stone:
    Fg=mg=0.453592×9.81≈4.45 N.F_g = m g = 0.453592 \times 9.81 \approx 4.45 \, \text{N}.F_g = m g = 0.453592 \times 9.81 \approx 4.45 \, \text{N}.
  • Buoyant force:
    Fb=ρwaterVg=1025×1.68×10−4×9.81≈1.69 N.F_b = \rho_{\text{water}} V g = 1025 \times 1.68 \times 10^{-4} \times 9.81 \approx 1.69 \, \text{N}.F_b = \rho_{\text{water}} V g = 1025 \times 1.68 \times 10^{-4} \times 9.81 \approx 1.69 \, \text{N}.
  • Net force at terminal velocity:
    Fnet=Fg−Fb=4.45−1.69=2.76 N.F_{\text{net}} = F_g - F_b = 4.45 - 1.69 = 2.76 \, \text{N}.F_{\text{net}} = F_g - F_b = 4.45 - 1.69 = 2.76 \, \text{N}.
    This net force is balanced by drag at terminal velocity.
Step 3: Terminal VelocityThe drag force depends on the flow regime, determined by the Reynolds number. We’ll try two drag models: Stokes’ law (for small, slow objects) and quadratic drag (for larger, faster objects).Stokes’ Law (Viscous Drag)Stokes’ law applies for low Reynolds numbers (laminar flow):
Fd=6πηrv,F_d = 6 \pi \eta r v,F_d = 6 \pi \eta r v,
where \eta = 1.0 \times 10^{-3} \, \text{Pa·s} (viscosity of water at 20°C),
r=0.0342 mr = 0.0342 \, \text{m}r = 0.0342 \, \text{m}
, and ( v ) is terminal velocity. At terminal velocity:
Fd=Fg−Fb=2.76 N.F_d = F_g - F_b = 2.76 \, \text{N}.F_d = F_g - F_b = 2.76 \, \text{N}.
6πηrv=2.76.6 \pi \eta r v = 2.76.6 \pi \eta r v = 2.76.
v=2.766π×1.0×10−3×0.0342≈2.766.43×10−4≈4290 m/s.v = \frac{2.76}{6 \pi \times 1.0 \times 10^{-3} \times 0.0342} \approx \frac{2.76}{6.43 \times 10^{-4}} \approx 4290 \, \text{m/s}.v = \frac{2.76}{6 \pi \times 1.0 \times 10^{-3} \times 0.0342} \approx \frac{2.76}{6.43 \times 10^{-4}} \approx 4290 \, \text{m/s}.
This velocity (4.3 km/s) is unrealistically high for an object sinking in water, indicating Stokes’ law is inappropriate because the Reynolds number is too high for laminar flow.Quadratic Drag (Turbulent Flow)For larger objects or higher speeds, quadratic drag is more appropriate:
Fd=12ρwaterCdAv2,F_d = \frac{1}{2} \rho_{\text{water}} C_d A v^2,F_d = \frac{1}{2} \rho_{\text{water}} C_d A v^2,
where:
  • Cd≈0.47C_d \approx 0.47C_d \approx 0.47
    (drag coefficient for a sphere),
  • A=πr2=π×(0.0342)2≈0.00367 m2A = \pi r^2 = \pi \times (0.0342)^2 \approx 0.00367 \, \text{m}^2A = \pi r^2 = \pi \times (0.0342)^2 \approx 0.00367 \, \text{m}^2
    ,
  • ρwater=1025 kg/m3\rho_{\text{water}} = 1025 \, \text{kg/m}^3\rho_{\text{water}} = 1025 \, \text{kg/m}^3
    .
At terminal velocity:
12ρwaterCdAv2=Fg−Fb=2.76.\frac{1}{2} \rho_{\text{water}} C_d A v^2 = F_g - F_b = 2.76.\frac{1}{2} \rho_{\text{water}} C_d A v^2 = F_g - F_b = 2.76.
12×1025×0.47×0.00367×v2=2.76.\frac{1}{2} \times 1025 \times 0.47 \times 0.00367 \times v^2 = 2.76.\frac{1}{2} \times 1025 \times 0.47 \times 0.00367 \times v^2 = 2.76.
0.883v2=2.76.0.883 v^2 = 2.76.0.883 v^2 = 2.76.
v2=2.760.883≈3.125,v≈3.125≈1.77 m/s.v^2 = \frac{2.76}{0.883} \approx 3.125, \quad v \approx \sqrt{3.125} \approx 1.77 \, \text{m/s}.v^2 = \frac{2.76}{0.883} \approx 3.125, \quad v \approx \sqrt{3.125} \approx 1.77 \, \text{m/s}.
Reynolds Number CheckTo confirm the flow regime:
Re=ρwatervdη=1025×1.77×(2×0.0342)1.0×10−3≈1.24×105.\text{Re} = \frac{\rho_{\text{water}} v d}{\eta} = \frac{1025 \times 1.77 \times (2 \times 0.0342)}{1.0 \times 10^{-3}} \approx 1.24 \times 10^5.\text{Re} = \frac{\rho_{\text{water}} v d}{\eta} = \frac{1025 \times 1.77 \times (2 \times 0.0342)}{1.0 \times 10^{-3}} \approx 1.24 \times 10^5.
Since
Re≫1000\text{Re} \gg 1000\text{Re} \gg 1000
, the flow is turbulent, and the quadratic drag model is appropriate. The terminal velocity is ~1.77 m/s.Step 4: Time to Reach the BottomAssuming the stone reaches terminal velocity almost instantly (common for dense objects in water), the time to sink to the bottom of the Mariana Trench (10,984 m) is:
t=depthv=109841.77≈6206 seconds.t = \frac{\text{depth}}{v} = \frac{10984}{1.77} \approx 6206 \, \text{seconds}.t = \frac{\text{depth}}{v} = \frac{10984}{1.77} \approx 6206 \, \text{seconds}.
Convert to hours:
6206÷3600≈1.72 hours.6206 \div 3600 \approx 1.72 \, \text{hours}.6206 \div 3600 \approx 1.72 \, \text{hours}.
Step 5: Considerations and Adjustments
  • Depth variation: The Mariana Trench’s depth is often cited as ~11,000 m, but 10,984 m is a precise measurement for the Challenger Deep. Variations in depth estimates would slightly adjust the time.
  • Water density increase: At great depths, water density increases to 1050 kg/m³ due to compression, slightly increasing buoyancy and reducing terminal velocity. This effect is small (2–3% change in density), so our estimate remains reasonable.
  • Currents and non-spherical shape: Ocean currents or an irregular stone shape could affect descent, but we assume a straight path and spherical shape for simplicity.
  • Initial acceleration: The stone takes a short time to reach terminal velocity, but this is negligible over 11 km.
Final Answer: A 1 lb. stone would take approximately 1.72 hours (or roughly 1 hour and 43 minutes) to sink to the bottom of the Mariana Trench at a depth of 10,984 meters, assuming a terminal velocity of ~1.77 m/s

If you’d like me to refine the calculation with specific stone dimensions, account for variable water density, or consider ocean currents, let me know!
 



I was feeling a little sporty today and in my head made a guess of approx 25 minutes. Then I asked Grok AI... make your own guess before reading the answer!

How long would it take for a 1 lb. stone to sink to the very bottom of the Marianas trench in the Western Pacific Ocean?

To estimate how long it would take for a 1-pound stone to sink to the bottom of the Mariana Trench, we need to consider the physics of the stone's descent through water, including its terminal velocity, the depth of the trench, and relevant environmental factors. The Mariana Trench’s deepest point, the Challenger Deep, is approximately 10,984 meters (36,037 feet) below sea level. Let’s break this down step by step.Assumptions and Simplifications
  • Stone properties: The stone is assumed to be roughly spherical with a mass of 1 pound (0.453592 kg). We’ll estimate its density as that of typical rock, such as granite (~2700 kg/m³), to calculate its volume and size.
  • Water properties: Seawater density is approximately 1025 kg/m³ at the surface, increasing slightly with depth due to pressure, but we’ll use a constant 1025 kg/m³ for simplicity.
  • Descent dynamics: The stone will reach a terminal velocity quickly due to drag forces balancing its buoyant weight. We assume it falls straight down, unaffected by currents.
  • Drag model: We’ll use Stokes’ law for a spherical object at low Reynolds numbers, but since the stone may be larger, we’ll also consider a quadratic drag model (more realistic for larger objects).
  • No initial velocity: The stone is dropped from rest at the surface.
  • Neglecting compressibility: We assume the stone’s density and water’s properties remain relatively constant, though pressure increases significantly with depth.
Step 1: Calculate the Stone’s Properties
  • Mass:
    m=0.453592 kgm = 0.453592 \, \text{kg}m = 0.453592 \, \text{kg}
    .
  • Density of stone:
    ρstone=2700 kg/m3\rho_{\text{stone}} = 2700 \, \text{kg/m}^3\rho_{\text{stone}} = 2700 \, \text{kg/m}^3
    .
  • Volume of stone:
    V=mρstone=0.4535922700≈1.68×10−4 m3.V = \frac{m}{\rho_{\text{stone}}} = \frac{0.453592}{2700} \approx 1.68 \times 10^{-4} \, \text{m}^3.V = \frac{m}{\rho_{\text{stone}}} = \frac{0.453592}{2700} \approx 1.68 \times 10^{-4} \, \text{m}^3.
  • Radius of spherical stone: Assuming a sphere,
    V=43πr3V = \frac{4}{3}\pi r^3V = \frac{4}{3}\pi r^3
    .
    r=(3V4π)1/3=(3×1.68×10−44×3.14159)1/3≈0.0342 m (3.42 cm).r = \left( \frac{3V}{4\pi} \right)^{1/3} = \left( \frac{3 \times 1.68 \times 10^{-4}}{4 \times 3.14159} \right)^{1/3} \approx 0.0342 \, \text{m} \, (3.42 \, \text{cm}).r = \left( \frac{3V}{4\pi} \right)^{1/3} = \left( \frac{3 \times 1.68 \times 10^{-4}}{4 \times 3.14159} \right)^{1/3} \approx 0.0342 \, \text{m} \, (3.42 \, \text{cm}).
    The stone has a radius of ~3.42 cm, so a diameter of ~6.84 cm (about the size of a small rock).
Step 2: Forces on the StoneThe stone sinks due to the net force between its weight and buoyancy, opposed by drag. At terminal velocity, the net force is zero.
  • Weight of stone:
    Fg=mg=0.453592×9.81≈4.45 N.F_g = m g = 0.453592 \times 9.81 \approx 4.45 \, \text{N}.F_g = m g = 0.453592 \times 9.81 \approx 4.45 \, \text{N}.
  • Buoyant force:
    Fb=ρwaterVg=1025×1.68×10−4×9.81≈1.69 N.F_b = \rho_{\text{water}} V g = 1025 \times 1.68 \times 10^{-4} \times 9.81 \approx 1.69 \, \text{N}.F_b = \rho_{\text{water}} V g = 1025 \times 1.68 \times 10^{-4} \times 9.81 \approx 1.69 \, \text{N}.
  • Net force at terminal velocity:
    Fnet=Fg−Fb=4.45−1.69=2.76 N.F_{\text{net}} = F_g - F_b = 4.45 - 1.69 = 2.76 \, \text{N}.F_{\text{net}} = F_g - F_b = 4.45 - 1.69 = 2.76 \, \text{N}.
    This net force is balanced by drag at terminal velocity.
Step 3: Terminal VelocityThe drag force depends on the flow regime, determined by the Reynolds number. We’ll try two drag models: Stokes’ law (for small, slow objects) and quadratic drag (for larger, faster objects).Stokes’ Law (Viscous Drag)Stokes’ law applies for low Reynolds numbers (laminar flow):
Fd=6πηrv,F_d = 6 \pi \eta r v,F_d = 6 \pi \eta r v,
where \eta = 1.0 \times 10^{-3} \, \text{Pa·s} (viscosity of water at 20°C),
r=0.0342 mr = 0.0342 \, \text{m}r = 0.0342 \, \text{m}
, and ( v ) is terminal velocity. At terminal velocity:
Fd=Fg−Fb=2.76 N.F_d = F_g - F_b = 2.76 \, \text{N}.F_d = F_g - F_b = 2.76 \, \text{N}.
6πηrv=2.76.6 \pi \eta r v = 2.76.6 \pi \eta r v = 2.76.
v=2.766π×1.0×10−3×0.0342≈2.766.43×10−4≈4290 m/s.v = \frac{2.76}{6 \pi \times 1.0 \times 10^{-3} \times 0.0342} \approx \frac{2.76}{6.43 \times 10^{-4}} \approx 4290 \, \text{m/s}.v = \frac{2.76}{6 \pi \times 1.0 \times 10^{-3} \times 0.0342} \approx \frac{2.76}{6.43 \times 10^{-4}} \approx 4290 \, \text{m/s}.
This velocity (4.3 km/s) is unrealistically high for an object sinking in water, indicating Stokes’ law is inappropriate because the Reynolds number is too high for laminar flow.Quadratic Drag (Turbulent Flow)For larger objects or higher speeds, quadratic drag is more appropriate:
Fd=12ρwaterCdAv2,F_d = \frac{1}{2} \rho_{\text{water}} C_d A v^2,F_d = \frac{1}{2} \rho_{\text{water}} C_d A v^2,
where:
  • Cd≈0.47C_d \approx 0.47C_d \approx 0.47
    (drag coefficient for a sphere),
  • A=πr2=π×(0.0342)2≈0.00367 m2A = \pi r^2 = \pi \times (0.0342)^2 \approx 0.00367 \, \text{m}^2A = \pi r^2 = \pi \times (0.0342)^2 \approx 0.00367 \, \text{m}^2
    ,
  • ρwater=1025 kg/m3\rho_{\text{water}} = 1025 \, \text{kg/m}^3\rho_{\text{water}} = 1025 \, \text{kg/m}^3
    .
At terminal velocity:
12ρwaterCdAv2=Fg−Fb=2.76.\frac{1}{2} \rho_{\text{water}} C_d A v^2 = F_g - F_b = 2.76.\frac{1}{2} \rho_{\text{water}} C_d A v^2 = F_g - F_b = 2.76.
12×1025×0.47×0.00367×v2=2.76.\frac{1}{2} \times 1025 \times 0.47 \times 0.00367 \times v^2 = 2.76.\frac{1}{2} \times 1025 \times 0.47 \times 0.00367 \times v^2 = 2.76.
0.883v2=2.76.0.883 v^2 = 2.76.0.883 v^2 = 2.76.
v2=2.760.883≈3.125,v≈3.125≈1.77 m/s.v^2 = \frac{2.76}{0.883} \approx 3.125, \quad v \approx \sqrt{3.125} \approx 1.77 \, \text{m/s}.v^2 = \frac{2.76}{0.883} \approx 3.125, \quad v \approx \sqrt{3.125} \approx 1.77 \, \text{m/s}.
Reynolds Number CheckTo confirm the flow regime:
Re=ρwatervdη=1025×1.77×(2×0.0342)1.0×10−3≈1.24×105.\text{Re} = \frac{\rho_{\text{water}} v d}{\eta} = \frac{1025 \times 1.77 \times (2 \times 0.0342)}{1.0 \times 10^{-3}} \approx 1.24 \times 10^5.\text{Re} = \frac{\rho_{\text{water}} v d}{\eta} = \frac{1025 \times 1.77 \times (2 \times 0.0342)}{1.0 \times 10^{-3}} \approx 1.24 \times 10^5.
Since
Re≫1000\text{Re} \gg 1000\text{Re} \gg 1000
, the flow is turbulent, and the quadratic drag model is appropriate. The terminal velocity is ~1.77 m/s.Step 4: Time to Reach the BottomAssuming the stone reaches terminal velocity almost instantly (common for dense objects in water), the time to sink to the bottom of the Mariana Trench (10,984 m) is:
t=depthv=109841.77≈6206 seconds.t = \frac{\text{depth}}{v} = \frac{10984}{1.77} \approx 6206 \, \text{seconds}.t = \frac{\text{depth}}{v} = \frac{10984}{1.77} \approx 6206 \, \text{seconds}.
Convert to hours:
6206÷3600≈1.72 hours.6206 \div 3600 \approx 1.72 \, \text{hours}.6206 \div 3600 \approx 1.72 \, \text{hours}.
Step 5: Considerations and Adjustments
  • Depth variation: The Mariana Trench’s depth is often cited as ~11,000 m, but 10,984 m is a precise measurement for the Challenger Deep. Variations in depth estimates would slightly adjust the time.
  • Water density increase: At great depths, water density increases to 1050 kg/m³ due to compression, slightly increasing buoyancy and reducing terminal velocity. This effect is small (2–3% change in density), so our estimate remains reasonable.
  • Currents and non-spherical shape: Ocean currents or an irregular stone shape could affect descent, but we assume a straight path and spherical shape for simplicity.
  • Initial acceleration: The stone takes a short time to reach terminal velocity, but this is negligible over 11 km.
Final Answer: A 1 lb. stone would take approximately 1.72 hours (or roughly 1 hour and 43 minutes) to sink to the bottom of the Mariana Trench at a depth of 10,984 meters, assuming a terminal velocity of ~1.77 m/s

If you’d like me to refine the calculation with specific stone dimensions, account for variable water density, or consider ocean currents, let me know!
I predict it would sink....like a stone.

However I seem to notice a great deal of "fudge factor" in the calculations.
  • "Water density increase: At great depths, water density increases to 1050 kg/m³ due to compression, slightly increasing buoyancy and reducing terminal velocity. This effect is small (2–3% change in density), so our estimate remains reasonable."
I think that statement is pure B.S. But I'm not surprised considering where it came from.

-------------------------------

At the bottom of the trench at around 11,000 meters below the sea surface, the water column above exerts a pressure of 1,086 bar (15,750 psi), approximately 1,071 times the standard atmospheric pressure at sea level or eight tons per square inch.[4]

The answer is:
The stone wouldn't make it to the bottom. It will disintegrate.
It would be crushed to powder by the pressure (8 tons per square inch) long before it reached the bottom.
 
Last edited:

Mr. Grok, would that granite stone actually reach the bottom or be pulverized into fragments by pressure?

To determine whether a 1-pound granite stone would reach the bottom of the Mariana Trench intact or be pulverized into fragments by pressure, we need to evaluate the pressure at the trench’s depth and compare it to granite’s material strength. The Mariana Trench’s deepest point, the Challenger Deep, is approximately 10,984 meters below sea level, where pressure is extreme due to the weight of the overlying water column. Let’s analyze this step by step.Step 1: Pressure at the Bottom of the Mariana TrenchThe pressure in the ocean increases with depth due to the weight of the water. The pressure at depth ( h ) is given by:

P=ρwatergh+Patm,P = \rho_{\text{water}} g h + P_{\text{atm}},P = \rho_{\text{water}} g h + P_{\text{atm}},

where:

  • ρwater≈1025 kg/m3\rho_{\text{water}} \approx 1025 \, \text{kg/m}^3\rho_{\text{water}} \approx 1025 \, \text{kg/m}^3
    (seawater density, slightly higher at depth, but we’ll use this for simplicity),
  • g=9.81 m/s2g = 9.81 \, \text{m/s}^2g = 9.81 \, \text{m/s}^2
    (gravitational acceleration),
  • h=10,984 mh = 10,984 \, \text{m}h = 10,984 \, \text{m}
    (depth of the Challenger Deep),
  • Patm=101,325 PaP_{\text{atm}} = 101,325 \, \text{Pa}P_{\text{atm}} = 101,325 \, \text{Pa}
    (atmospheric pressure at sea level).

Calculate the hydrostatic pressure:

Phydrostatic=ρwatergh=1025×9.81×10,984≈1.105×108 Pa (110.5 MPa).P_{\text{hydrostatic}} = \rho_{\text{water}} g h = 1025 \times 9.81 \times 10,984 \approx 1.105 \times 10^8 \, \text{Pa} \, (110.5 \, \text{MPa}).P_{\text{hydrostatic}} = \rho_{\text{water}} g h = 1025 \times 9.81 \times 10,984 \approx 1.105 \times 10^8 \, \text{Pa} \, (110.5 \, \text{MPa}).

Total pressure, including atmospheric pressure:

Ptotal=1.105×108+101,325≈1.106×108 Pa≈110.6 MPa.P_{\text{total}} = 1.105 \times 10^8 + 101,325 \approx 1.106 \times 10^8 \, \text{Pa} \approx 110.6 \, \text{MPa}.P_{\text{total}} = 1.105 \times 10^8 + 101,325 \approx 1.106 \times 10^8 \, \text{Pa} \approx 110.6 \, \text{MPa}.

This pressure is equivalent to ~1,100 atmospheres (1 atm ≈ 101,325 Pa).Step 2: Granite’s Material StrengthGranite is a strong, crystalline igneous rock composed primarily of quartz, feldspar, and mica. Its ability to withstand pressure depends on its compressive strength, as the primary stress in the deep ocean is isotropic (uniform in all directions) due to hydrostatic pressure.

  • Compressive strength of granite: Typically ranges from 100 to 250 MPa, with an average of ~130–200 MPa for common granite types, depending on composition and quality. High-quality, unfractured granite can withstand up to ~250 MPa before crushing or fracturing.
  • Tensile and shear strength: Granite’s tensile strength (~7–25 MPa) and shear strength are much lower, but these are less relevant here, as the dominant stress is compressive.

At 110.6 MPa, the pressure at the bottom of the Mariana Trench is within or slightly below the compressive strength of granite. However, we need to consider the stone’s condition and the nature of the pressure.Step 3: Will the Stone Be Pulverized?

  • Intact granite: A solid, unfractured granite stone with a compressive strength of 130–250 MPa is likely to withstand 110.6 MPa without being pulverized. The pressure is high but generally below the threshold for crushing high-quality granite.
  • Flaws and fractures: Natural stones often have microfractures, voids, or weaknesses. Under 110.6 MPa, these flaws could lead to localized cracking or fracturing, especially if the stone has pre-existing weaknesses. However, “pulverization” (breaking into fine fragments or powder) typically requires dynamic forces (e.g., impact) or pressures far exceeding the material’s strength. The isotropic, static pressure in the ocean is less likely to cause complete pulverization.
  • Time and exposure: The stone’s descent takes ~1.72 hours (from the previous calculation). Hydrostatic pressure increases gradually, allowing the stone to adjust without sudden stress. There’s no significant dynamic loading (e.g., shock waves) to shatter it. Prolonged exposure to high pressure at the bottom wouldn’t cause further damage unless chemical dissolution occurs, which is negligible for granite over short timescales.
  • Other factors:
    • Thermal shock: The deep ocean is cold (~1–4°C), but the stone starts at surface temperatures. This thermal gradient is unlikely to cause significant stress, as granite has low thermal expansion.
    • Water infiltration: If the stone is porous or fractured, water could seep into cracks, potentially exacerbating microfractures under pressure. However, granite’s low porosity (~0.5–1.5%) minimizes this effect.

Step 4: Comparison to Real-World Examples

  • Submersibles and equipment: Deep-sea submersibles like the Trieste and DSV Limiting Factor operate at these depths with materials designed to withstand ~110 MPa. Glass floats (e.g., syntactic foam components) with compressive strengths of ~100–150 MPa survive intact, supporting the idea that granite could endure.
  • Natural analogs: Rocks on the ocean floor, including igneous rocks similar to granite, exist at these depths without being pulverized. Geological processes like subduction involve far higher pressures, yet rocks retain their structure.

Step 5: ConclusionA 1-pound granite stone is unlikely to be pulverized into fragments by the pressure at the bottom of the Mariana Trench (~110.6 MPa). If the stone is solid and free of significant fractures, its compressive strength (130–250 MPa) exceeds the ambient pressure, allowing it to reach the bottom intact. If it has pre-existing cracks or weaknesses, it might develop minor fractures during descent, but complete pulverization is improbable due to the static, isotropic nature of the pressure.

Final Answer:

A granite stone would reach the bottom of the Mariana Trench intact, though it might sustain minor fractures if it has pre-existing flaws. Pulverization into fragments is unlikely under the hydrostatic pressure of ~110.6 MPa.If you’d like me to explore specific granite types, calculate stress distributions for a non-spherical stone, or consider other environmental factors (e.g., corrosion), let me know

 



I was feeling a little sporty today and in my head made a guess of approx 25 minutes. Then I asked Grok AI... make your own guess before reading the answer!

How long would it take for a 1 lb. stone to sink to the very bottom of the Marianas trench in the Western Pacific Ocean?
I admire your "deep" thinking. It's an intriguing question.
 
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