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Fluid Mechanics

Fluid properties, pressure, buoyancy, Bernoulli equation, pipe flow, and dimensional analysis.

Fluid Properties

Understanding fundamental fluid properties is essential for fluid mechanics analysis:

  • Density (rho): mass per unit volume (kg/m^3). Water at 4 C: 1000 kg/m^3
  • Specific weight (gamma): weight per unit volume, gamma = rho*g
  • Specific gravity: ratio of fluid density to water density at 4 C
  • Viscosity (mu): resistance to shear deformation. Water at 20 C: 1.002 x 10^-3 Pa*s
  • Kinematic viscosity: nu = mu/rho (m^2/s)
  • Surface tension: force per unit length at a fluid interface
  • Bulk modulus: E_v = -delta_P / (delta_V/V), resistance to compression

Hydrostatic Pressure

In a static fluid, pressure increases linearly with depth:

  • P = P0 + rho*g*h (pressure at depth h below surface)
  • Pressure is the same at all points on a horizontal plane in a connected fluid
  • Pascal's law: pressure applied to an enclosed fluid is transmitted equally in all directions
  • Manometers: measure pressure differences using columns of fluid
  • Gauge pressure: P_gauge = P_abs - P_atm

Forces on Submerged Surfaces

  • Force on a flat surface: F = gamma * h_c * A (h_c = vertical distance to centroid)
  • Center of pressure (below centroid): y_cp = y_c + I_c/(y_c*A)
  • Buoyancy (Archimedes): F_b = rho_fluid * g * V_submerged
  • Stability of floating bodies depends on the metacentric height

Fluid Flow Fundamentals

  • Continuity: A1*V1 = A2*V2 for steady, incompressible flow
  • Bernoulli equation: P/(rho*g) + V^2/(2*g) + z = constant along a streamline
  • Assumptions: steady, incompressible, inviscid flow along a streamline
  • Energy equation (with losses): includes pump head (h_p), turbine head (h_t), and head loss (h_L)

Pipe Flow

  • Reynolds number: Re = rho*V*D/mu = V*D/nu
  • Laminar (Re < 2300): fully developed velocity profile is parabolic
  • Turbulent (Re > 4000): flatter velocity profile, higher friction losses
  • Darcy-Weisbach: h_f = f*(L/D)*V^2/(2*g) (major head loss)
  • Minor losses: h_m = K*V^2/(2*g) (valves, elbows, entrances, exits)
  • Laminar friction factor: f = 64/Re
  • Turbulent: use Moody diagram or Colebrook equation

Dimensional Analysis

  • Buckingham Pi theorem: number of dimensionless groups = number of variables minus number of fundamental dimensions
  • Common dimensionless numbers: Reynolds (Re), Froude (Fr), Mach (Ma), Weber (We)
  • Dynamic similarity: model and prototype share the same dimensionless parameters
  • Useful for scaling experiments and model testing

Practice Fluid Mechanics

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