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Cheatsheet: Fluid Properties

1. Density and Specific Weight

1.1 Fundamental Definitions

Property Definition and Formula
Density (ρ) Mass per unit volume: ρ = m/V (kg/m³ or slug/ft³)
Specific Weight (γ) Weight per unit volume: γ = ρg (N/m³ or lb/ft³)
Specific Gravity (SG) Ratio of fluid density to water density at 4°C: SG = ρ/ρ_water
Specific Volume (v) Volume per unit mass (reciprocal of density): v = 1/ρ (m³/kg)

1.2 Standard Values

Fluid Density and Specific Weight at Standard Conditions
Water (4°C) ρ = 1000 kg/m³ = 1.94 slug/ft³; γ = 9810 N/m³ = 62.4 lb/ft³
Water (20°C) ρ = 998 kg/m³; γ = 9790 N/m³ = 62.3 lb/ft³
Seawater ρ = 1025 kg/m³; γ = 10,050 N/m³ = 64 lb/ft³; SG = 1.025
Air (STP) ρ = 1.225 kg/m³ = 0.00237 slug/ft³; γ = 12.0 N/m³ = 0.0765 lb/ft³
Mercury ρ = 13,600 kg/m³; γ = 133,000 N/m³ = 847 lb/ft³; SG = 13.6

1.3 Temperature Effects

  • Liquids: Density decreases with increasing temperature (thermal expansion)
  • Gases: Density varies inversely with temperature according to ideal gas law
  • Coefficient of volume expansion: β = -(1/ρ)(∂ρ/∂T)_P

2. Viscosity

2.1 Dynamic Viscosity (μ)

Concept Description
Definition Measure of fluid resistance to shear or angular deformation
Newton's Law of Viscosity τ = μ(du/dy), where τ = shear stress, du/dy = velocity gradient
Units Pa·s or N·s/m² (SI); lb·s/ft² or slug/(ft·s) (English); 1 Poise = 0.1 Pa·s
Water (20°C) μ = 1.002 × 10⁻³ Pa·s = 2.09 × 10⁻⁵ lb·s/ft²
Air (20°C) μ = 1.81 × 10⁻⁵ Pa·s = 3.78 × 10⁻⁷ lb·s/ft²

2.2 Kinematic Viscosity (ν)

Property Formula and Units
Definition ν = μ/ρ (ratio of dynamic viscosity to density)
Units m²/s (SI); ft²/s (English); 1 Stoke = 1 cm²/s = 10⁻⁴ m²/s
Water (20°C) ν = 1.004 × 10⁻⁶ m²/s = 1.08 × 10⁻⁵ ft²/s
Air (20°C) ν = 1.48 × 10⁻⁵ m²/s = 1.59 × 10⁻⁴ ft²/s

2.3 Fluid Classification by Viscous Behavior

Fluid Type Characteristics
Newtonian Fluids Linear relationship between shear stress and shear rate; constant viscosity (water, air, oil)
Non-Newtonian Fluids Nonlinear shear stress-shear rate relationship; viscosity varies with shear rate
Pseudoplastic (Shear-thinning) Viscosity decreases with increasing shear rate (blood, paint, ketchup)
Dilatant (Shear-thickening) Viscosity increases with increasing shear rate (cornstarch suspension)
Bingham Plastic Requires yield stress before flow begins (toothpaste, drilling mud)

2.4 Temperature Effects on Viscosity

  • Liquids: Viscosity decreases with increasing temperature (weaker intermolecular forces)
  • Gases: Viscosity increases with increasing temperature (increased molecular collisions)
  • Sutherland's formula for gases: μ = μ₀(T/T₀)^(3/2)[(T₀ + S)/(T + S)]
  • Andrade's equation for liquids: μ = A·e^(B/T)

3. Surface Tension and Capillarity

3.1 Surface Tension (σ)

Concept Details
Definition Force per unit length at liquid-gas or liquid-liquid interface; energy per unit area
Units N/m (SI); lb/ft (English); also J/m² or dyne/cm
Water-Air (20°C) σ = 0.0728 N/m = 0.00499 lb/ft
Mercury-Air (20°C) σ = 0.484 N/m = 0.0332 lb/ft
Temperature Effect Surface tension decreases with increasing temperature

3.2 Pressure Inside Droplets and Bubbles

Configuration Pressure Difference Formula
Droplet (one interface) Δp = 2σ/R, where R = droplet radius
Soap Bubble (two interfaces) Δp = 4σ/R
Liquid Jet Δp = σ/R

3.3 Capillarity

Property Formula and Description
Capillary Rise/Depression h = (4σcosθ)/(γd) = (2σcosθ)/(ρgr), where θ = contact angle, d = tube diameter, r = tube radius
Contact Angle (θ) Angle between liquid surface and solid wall; θ < 90°="" (wetting),="" θ=""> 90° (non-wetting)
Water-Glass θ ≈ 0°, capillary rise occurs (meniscus curves upward)
Mercury-Glass θ ≈ 140°, capillary depression occurs (meniscus curves downward)

4. Vapor Pressure and Cavitation

4.1 Vapor Pressure (p_v)

Property Description
Definition Pressure at which liquid and vapor phases are in equilibrium at given temperature
Temperature Dependence Vapor pressure increases exponentially with temperature
Water at 20°C p_v = 2.34 kPa = 0.339 psi
Water at 100°C p_v = 101.3 kPa = 14.7 psi (atmospheric pressure)
Boiling Point Temperature at which vapor pressure equals surrounding pressure

4.2 Cavitation

Concept Details
Definition Formation and collapse of vapor bubbles when local pressure drops below vapor pressure
Occurrence Pump impellers, propellers, valve openings, hydrofoils, pipe constrictions
Effects Noise, vibration, reduced performance, material erosion and pitting
Cavitation Number Ca = (p - p_v)/(½ρV²), where p = local pressure, V = reference velocity
Prevention Increase local pressure, reduce velocities, minimize pressure drops, proper design

5. Compressibility and Bulk Modulus

5.1 Bulk Modulus of Elasticity (E_v or K)

Property Formula and Description
Definition Measure of fluid resistance to compression: E_v = -V(dp/dV) = ρ(dp/dρ)
Units Pa or N/m² (SI); psi or lb/ft² (English)
Water (20°C) E_v = 2.2 × 10⁹ Pa = 2.2 GPa = 3.2 × 10⁵ psi
Isothermal Bulk Modulus E_v = -V(∂p/∂V)_T (constant temperature)
Adiabatic Bulk Modulus E_v = -V(∂p/∂V)_s (no heat transfer; used for acoustic waves)

5.2 Coefficient of Compressibility

Coefficient Formula
Isothermal Compressibility (β) β = 1/E_v = -(1/V)(∂V/∂p)_T = (1/ρ)(∂ρ/∂p)_T
Units Pa⁻¹ or m²/N (SI); psi⁻¹ (English)

5.3 Speed of Sound

Property Formula
General Formula c = √(E_v/ρ) = √(dp/dρ)
Ideal Gas c = √(kRT), where k = specific heat ratio, R = gas constant, T = absolute temperature
Water (20°C) c ≈ 1480 m/s = 4860 ft/s
Air (20°C) c ≈ 343 m/s = 1125 ft/s

5.4 Mach Number

Parameter Definition and Classification
Mach Number (Ma) Ma = V/c, where V = flow velocity, c = speed of sound
Subsonic Ma <>
Transonic 0.8 < ma=""><>
Supersonic 1 < ma=""><>
Hypersonic Ma > 5

6. Ideal Gas Law and Gas Properties

6.1 Ideal Gas Equation

Form Equation
General Form pV = nRT or pV = mR_specific T
Density Form p = ρRT, where ρ = density, R = specific gas constant
Universal Gas Constant R_u = 8314 J/(kmol·K) = 1545 ft·lb/(lbmol·°R)
Specific Gas Constant R = R_u/M, where M = molecular weight

6.2 Gas Constants for Common Gases

Gas Specific Gas Constant R (J/kg·K)
Air R = 287 J/(kg·K) = 53.35 ft·lb/(lbm·°R); M = 28.97 kg/kmol
Oxygen (O₂) R = 260 J/(kg·K); M = 32 kg/kmol
Nitrogen (N₂) R = 297 J/(kg·K); M = 28 kg/kmol
Carbon Dioxide (CO₂) R = 189 J/(kg·K); M = 44 kg/kmol
Hydrogen (H₂) R = 4124 J/(kg·K); M = 2 kg/kmol

6.3 Specific Heat Ratios

Gas k = c_p/c_v
Monatomic (He, Ar) k = 1.67
Diatomic (Air, O₂, N₂, H₂) k = 1.4
Triatomic (CO₂, H₂O vapor) k = 1.3

6.4 Specific Heat Relationships

  • c_p - c_v = R (Mayer's relation)
  • c_v = R/(k - 1)
  • c_p = kR/(k - 1)
  • For air: c_p = 1005 J/(kg·K), c_v = 718 J/(kg·K)

7. Absolute and Gage Pressure

7.1 Pressure Definitions

Type Definition
Absolute Pressure (p_abs) Pressure measured relative to perfect vacuum (zero pressure)
Gage Pressure (p_gage) Pressure measured relative to atmospheric pressure
Vacuum Pressure Negative gage pressure (below atmospheric)
Atmospheric Pressure (p_atm) Local atmospheric pressure (reference for gage pressure)

7.2 Pressure Relationships

Relationship Formula
Absolute to Gage p_abs = p_gage + p_atm
Vacuum Pressure p_vacuum = p_atm - p_abs (when p_abs <>

7.3 Standard Atmospheric Pressure

Condition Value
Standard Atmosphere (Sea Level) 101.325 kPa = 14.696 psi = 760 mm Hg = 29.92 in Hg = 1 atm = 1.01325 bar
Standard Temperature 15°C = 59°F = 288.15 K = 518.67°R

7.4 Unit Conversions

Unit Conversion
Pascal (Pa) 1 Pa = 1 N/m²
Kilopascal (kPa) 1 kPa = 1000 Pa = 0.145 psi
Bar 1 bar = 100 kPa = 14.5 psi
PSI 1 psi = 6.895 kPa = 144 lb/ft²
mm Hg (torr) 1 mm Hg = 133.3 Pa = 0.0193 psi
in Hg 1 in Hg = 3.386 kPa = 0.491 psi

8. Reynolds Number

8.1 Definition and Formula

Parameter Formula
Reynolds Number (Re) Re = ρVL/μ = VL/ν, where V = velocity, L = characteristic length
Physical Meaning Ratio of inertial forces to viscous forces

8.2 Characteristic Length for Different Flows

Flow Type Characteristic Length (L)
Pipe Flow L = D (diameter) or D_h (hydraulic diameter)
Flow Over Flat Plate L = x (distance from leading edge)
Flow Over Sphere/Cylinder L = D (diameter)
Open Channel L = 4A/P = D_h (hydraulic diameter)

8.3 Flow Regime Classification

Flow Configuration Critical Reynolds Number
Pipe Flow: Laminar Re <>
Pipe Flow: Transitional 2300 < re=""><>
Pipe Flow: Turbulent Re > 4000
Flat Plate Boundary Layer Re_crit ≈ 5 × 10⁵
Flow Past Sphere Re_crit ≈ 2 × 10⁵ (drag crisis)

9. Non-Dimensional Numbers

9.1 Common Dimensionless Groups

Number Formula and Significance
Froude Number (Fr) Fr = V/√(gL); ratio of inertial to gravitational forces; free surface flows
Euler Number (Eu) Eu = Δp/(ρV²); ratio of pressure to inertial forces
Weber Number (We) We = ρV²L/σ; ratio of inertial to surface tension forces; droplets, sprays
Mach Number (Ma) Ma = V/c; ratio of flow velocity to sound speed; compressibility effects
Strouhal Number (St) St = fL/V; ratio of oscillation frequency to flow; vortex shedding
Cavitation Number (Ca) Ca = (p - p_v)/(½ρV²); measures cavitation potential

9.2 Drag Coefficient

Concept Formula
Drag Coefficient (C_D) C_D = F_D/(½ρV²A), where F_D = drag force, A = reference area
Sphere (Re <> C_D = 24/Re (Stokes flow)
Sphere (10³ < re=""><> C_D ≈ 0.4 to 0.5

10. Hydraulic Diameter

10.1 Definition

Parameter Formula
Hydraulic Diameter (D_h) D_h = 4A/P, where A = cross-sectional area, P = wetted perimeter
Purpose Equivalent diameter for non-circular conduits; used in Re, friction factor calculations

10.2 Common Cross-Sections

Geometry Hydraulic Diameter
Circular Pipe (full) D_h = D (diameter)
Rectangular Duct (a × b) D_h = 2ab/(a + b)
Square Duct (a × a) D_h = a
Annulus (D_o, D_i) D_h = D_o - D_i
Wide Rectangular (a >> b) D_h ≈ 2b
Open Channel (wide) D_h = 4y, where y = depth

11. Thermal Properties

11.1 Thermal Expansion

Property Formula
Coefficient of Volume Expansion (β) β = (1/V)(∂V/∂T)_p = -(1/ρ)(∂ρ/∂T)_p
Density Change ρ = ρ₀[1 - β(T - T₀)]
Ideal Gas β = 1/T (where T is absolute temperature)

11.2 Thermal Conductivity

Fluid Thermal Conductivity k at 20°C
Water k = 0.598 W/(m·K) = 0.346 Btu/(h·ft·°F)
Air k = 0.0257 W/(m·K) = 0.0149 Btu/(h·ft·°F)
Mercury k = 8.4 W/(m·K)

11.3 Prandtl Number

Parameter Formula and Significance
Prandtl Number (Pr) Pr = ν/α = μc_p/k = (momentum diffusivity)/(thermal diffusivity)
Water (20°C) Pr ≈ 7
Air (20°C) Pr ≈ 0.7
Liquid Metals Pr < 1="" (high="" thermal="">
Oils Pr >> 1 (low thermal conductivity)

12. Additional Property Relationships

12.1 No-Slip Condition

  • Fluid velocity at solid boundary equals boundary velocity (zero for stationary walls)
  • Fundamental assumption in viscous flow analysis
  • Valid for all Newtonian fluids at continuum scale

12.2 Continuum Hypothesis

  • Fluid treated as continuous medium rather than discrete molecules
  • Valid when Knudsen number Kn = λ/L < 1,="" where="" λ="mean" free="" path,="" l="characteristic">
  • Breaks down for rarefied gases (high altitude, micro-scale flows)

12.3 Standard Temperature and Pressure (STP)

Standard Conditions
STP (NIST) T = 20°C = 293.15 K; p = 101.325 kPa = 1 atm
STP (Historical) T = 0°C = 273.15 K; p = 101.325 kPa = 1 atm
Normal Temperature and Pressure (NTP) T = 20°C; p = 1 atm
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