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Archimedes Principle

Reference data and engineering information about archimedes principle for fluid mechanics applications.

archimedesprinciple

Overview

Engineering reference data for Archimedes Principle in fluid mechanics.

Key Formulas

Reynolds Number

Re=ρvDμRe = \frac{\rho v D}{\mu}

Ratio of inertial to viscous forces — determines flow regime.

Bernoulli's Equation

P+12ρv2+ρgh=constP + \frac{1}{2}\rho v^2 + \rho g h = \text{const}

Conservation of energy for steady, inviscid, incompressible flow.

Continuity Equation

A1v1=A2v2A_1 v_1 = A_2 v_2

Conservation of mass for incompressible flow.

Darcy-Weisbach

ΔP=fLDρv22\Delta P = f \frac{L}{D} \frac{\rho v^2}{2}

Pressure drop due to friction in a pipe.

Variables

Symbol Description Unit
ReRe Reynolds number
ρ\rho Fluid density kg/m³
vv Flow velocity m/s
DD Characteristic dimension m
μ\mu Dynamic viscosity Pa·s
PP Pressure Pa
ff Darcy friction factor

References

Advanced Worked Examples

Example: Calculating Density of a Floating Body

A floating body is 95% submerged in water with density 1000 kg/m³. For a floating body, the buoyant force equals the weight of the displaced liquid.

Given:

  • Submerged fraction: 95%
  • Water density (ρw\rho_w): 1000 kg/m³

Derivation: For equilibrium: FB=WVbρbg=VwρwgF_B = W \quad \Rightarrow \quad V_b \rho_b g = V_w \rho_w g

Where:

  • VbV_b = volume of the body (m³)
  • VwV_w = volume of displaced water (m³)

Solving for body density: ρb=VwVbρw\rho_b = \frac{V_w}{V_b} \rho_w

Since 95% is submerged: Vw=0.95VbV_w = 0.95 V_b

Therefore: ρb=0.95×1000kg/m3=950kg/m3\rho_b = 0.95 \times 1000 \, \text{kg/m}^3 = 950 \, \text{kg/m}^3

Example: Buoyant and Net Force on a Submerged Brick

A standard brick (dimensions 3⅝" × 2¼" × 8") is submerged in water (ρ=1.940slugs/ft3\rho = 1.940 \, \text{slugs/ft}^3).

Step 1: Calculate Brick Volume Vbrick=(358in)×(214in)×(8in)=65.25in3V_{\text{brick}} = \left(3\frac{5}{8} \, \text{in}\right) \times \left(2\frac{1}{4} \, \text{in}\right) \times (8 \, \text{in}) = 65.25 \, \text{in}^3

Convert to ft³: Vbrick=65.25in31728in3/ft3=0.03776ft3V_{\text{brick}} = \frac{65.25 \, \text{in}^3}{1728 \, \text{in}^3/\text{ft}^3} = 0.03776 \, \text{ft}^3

Step 2: Buoyant Force Calculation FB=Vρg=(0.03776ft3)(1.940slugs/ft3)(32.174ft/s2)=2.36lbfF_B = V \rho g = (0.03776 \, \text{ft}^3)(1.940 \, \text{slugs/ft}^3)(32.174 \, \text{ft/s}^2) = 2.36 \, \text{lbf}

Step 3: Weight of the Brick Using specific gravity (SG = 1.75): WB=FB×SG=2.36lbf×1.75=4.12lbfW_B = F_B \times \text{SG} = 2.36 \, \text{lbf} \times 1.75 = 4.12 \, \text{lbf}

Step 4: Net Force Fnet=WBFB=4.12lbf2.36lbf=1.76lbf(downward)F_{\text{net}} = W_B - F_B = 4.12 \, \text{lbf} - 2.36 \, \text{lbf} = 1.76 \, \text{lbf} \, \text{(downward)}

Floating Body Density Relation

For a floating body,the fraction submerged equals the ratio of the body's density to the fluid's density.

VsubmergedVbody=ρbodyρfluid\frac{V_{submerged}}{V_{body}} = \frac{\rho_{body}}{\rho_{fluid}}

This relation is derived from the equilibrium condition where the buoyant force equals the body's weight.

Practical Calculation Examples

Example 1:Determining Density from Submersion

A body floats with 95% of its volume submerged in water (ρw=1000kg/m3\rho_w = 1000 \, \text{kg/m}^3). The body's density is calculated as:

ρb=VwVbρw=0.95×1000kg/m3=950kg/m3\rho_b = \frac{V_w}{V_b} \cdot \rho_w = 0.95 \times 1000 \, \text{kg/m}^3 = 950 \, \text{kg/m}^3

Example 2:Net Force on a Submerged Brick

For a standard brick (358×214×8inches3\frac{5}{8} \times 2\frac{1}{4} \times 8 \, \text{inches}) submerged in water (ρ=1.940slugs/ft3\rho = 1.940 \, \text{slugs/ft}^3):

  1. Brick Volume
Vbrick=(358in)×(214in)×(8in)=65.25in3V_{brick} = \left(3\frac{5}{8} \, \text{in}\right) \times \left(2\frac{1}{4} \, \text{in}\right) \times \left(8 \, \text{in}\right) = 65.25 \, \text{in}^3
  1. Buoyant Force
FB=(65.25in31728in3/ft3)×(1.940slugs/ft3)×(32.174ft/s2)=2.36lbfF_B = \left(\frac{65.25 \, \text{in}^3}{1728 \, \text{in}^3/\text{ft}^3}\right) \times (1.940 \, \text{slugs/ft}^3) \times (32.174 \, \text{ft/s}^2) = 2.36 \, \text{lbf}
  1. Weight of Brick (specific gravity SG=1.75SG = 1.75 for common red brick):
WB=FB×SG=2.36lbf×1.75=4.12lbfW_B = F_B \times SG = 2.36 \, \text{lbf} \times 1.75 = 4.12 \, \text{lbf}
  1. Net Force (downward, since brick sinks):
Fnet=WBFB=4.12lbf2.36lbf=1.76lbfF_{net} = W_B - F_B = 4.12 \, \text{lbf} - 2.36 \, \text{lbf} = 1.76 \, \text{lbf}

Buoyant Force Formula

The fundamental formula for buoyant force is expressed as:

FB=Vγ=VρgF_B = V \cdot \gamma = V \cdot \rho \cdot g

Where:

  • FBF_B is the buoyant force (N, lbf)
  • VV is the volume of the submerged portion of the body or displaced fluid (m³, ft³)
  • γ=ρg\gamma = \rho g is the specific weight of the fluid (N/m³, lbf/ft³)
  • ρ\rho is the density of the fluid (kg/m³, slugs/ft³)
  • gg is the acceleration due to gravity (9.81 m/s², 32.174 ft/s²)

Additional Practical Examples

Density of a Floating Body

For a body floating in equilibrium, the buoyant force equals the body's weight:

FB=WVwρwg=VbρbgF_B = W \quad \Rightarrow \quad V_w \cdot \rho_w \cdot g = V_b \cdot \rho_b \cdot g

This simplifies to:

ρb=ρwVwVb\rho_b = \rho_w \cdot \frac{V_w}{V_b}

If a body is 95% submerged in water (ρw=1000 kg/m3\rho_w = 1000\ \text{kg/m}^3), its density is:

ρb=1000 kg/m3×0.95=950 kg/m3\rho_b = 1000\ \text{kg/m}^3 \times 0.95 = 950\ \text{kg/m}^3

Buoyant Force on a Submerged Brick

Using imperial units for a standard brick (dimensions: 358×214×8 in3\frac{5}{8} \times 2\frac{1}{4} \times 8\ \text{in}):

  1. Calculate brick volume: Vbrick=(3.625 in)×(2.25 in)×(8 in)=65.25 in3V_{\text{brick}} = (3.625\ \text{in}) \times (2.25\ \text{in}) \times (8\ \text{in}) = 65.25\ \text{in}^3
  2. Convert volume to cubic feet: Vbrick=65.25 in31728 in3/ft30.03776 ft3V_{\text{brick}} = \frac{65.25\ \text{in}^3}{1728\ \text{in}^3/\text{ft}^3} \approx 0.03776\ \text{ft}^3
  3. Calculate buoyant force (water density ρw=1.940 slugs/ft3\rho_w = 1.940\ \text{slugs/ft}^3): FB=Vbrickρwg=(0.03776 ft3)(1.940 slugs/ft3)(32.174 ft/s2)2.36 lbfF_B = V_{\text{brick}} \cdot \rho_w \cdot g = (0.03776\ \text{ft}^3) \cdot (1.940\ \text{slugs/ft}^3) \cdot (32.174\ \text{ft/s}^2) \approx 2.36\ \text{lbf}
  4. Calculate brick's weight (specific gravity SG = 1.75): Wbrick=FBSG=(2.36 lbf)1.754.12 lbfW_{\text{brick}} = F_B \cdot \text{SG} = (2.36\ \text{lbf}) \cdot 1.75 \approx 4.12\ \text{lbf}
  5. Net downward force: Fnet=WbrickFB=4.12 lbf2.36 lbf=1.76 lbfF_{\text{net}} = W_{\text{brick}} - F_B = 4.12\ \text{lbf} - 2.36\ \text{lbf} = 1.76\ \text{lbf}

Variables Reference Table

Additional Example: Brick Submersion Analysis

This detailed example demonstrates force analysis on a submerged object with known specific gravity.

Given:

  • A standard red brick with dimensions: 3 5/8 in × 2 1/4 in × 8 in
  • Water density, ρw=1.940 slugs/ft3ρ_w = 1.940 \text{ slugs/ft}^3
  • Acceleration of gravity, g=32.174 ft/s2g = 32.174 \text{ ft/s}^2
  • Specific gravity of common red brick, SG=1.75SG = 1.75

Step 1: Calculate the brick's volume. Vbrick=(358)×(214)×8=65.25 in3V_{\text{brick}} = \left(3\frac{5}{8}\right) \times \left(2\frac{1}{4}\right) \times 8 = 65.25 \text{ in}^3

Step 2: Calculate the buoyant force. The buoyant force equals the weight of the water displaced by the brick. FB=(Vbrick1728 in3/ft3)ρwgF_B = \left( \frac{V_{\text{brick}}}{1728 \text{ in}^3/\text{ft}^3} \right) \rho_w g FB=(65.251728)×1.940×32.1742.36 lbfF_B = \left( \frac{65.25}{1728} \right) \times 1.940 \times 32.174 \approx 2.36 \text{ lbf}

Step 3: Calculate the brick's weight in water. Using the specific gravity, the weight in air (WairW_{\text{air}}) is related to the buoyant force. Wair=FB×SG=2.36 lbf×1.754.13 lbfW_{\text{air}} = F_B \times SG = 2.36 \text{ lbf} \times 1.75 \approx 4.13 \text{ lbf}

Step 4: Calculate the resulting (net) force. The net force is the difference between the brick's weight in air and the buoyant force. Fnet=WairFB=4.132.361.77 lbf (downward)F_{\text{net}} = W_{\text{air}} - F_B = 4.13 - 2.36 \approx 1.77 \text{ lbf (downward)}

This net force determines that the brick will sink in water.