Laminar Pipe Flow (Hagen-Poiseuille)

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Hagen-Poiseuille laminar flow parabolic profile pipe flow

Core Idea

For fully developed laminar flow in a circular pipe (Re < 2300), the Navier-Stokes equations yield an exact solution: a parabolic velocity profile u(r) = (1/4μ)(-dP/dx)(R² − r²). The volume flow rate is Q = πR⁴ΔP/(8μL) — the Hagen-Poiseuille law. Friction factor for laminar flow is f = 64/Re, depending only on Reynolds number. Pressure drop scales linearly with flow rate and inversely with the fourth power of radius.

How It's Best Learned

Derive the parabolic profile by applying the Navier-Stokes equations in cylindrical coordinates and integrating. Then measure Q as a function of tube radius and length in lab to confirm the R⁴ dependence — the dramatic effect of narrowing a tube. Compare with turbulent flow (flatter profile, higher friction).

Common Misconceptions

Explainer

Laminar pipe flow is one of the few situations in fluid mechanics where the Navier-Stokes equations yield an exact, closed-form solution. The key is the geometry: a long straight circular pipe, flow that doesn't change along its length (fully developed), and a Reynolds number below about 2300. From your prerequisite on viscosity and Newtonian fluids, you know that viscosity is the resistance of a fluid to shearing — layers of fluid resist sliding past one another. In a pipe, the no-slip condition forces fluid at the wall to be stationary, while fluid at the center moves fastest. Viscosity transmits this drag radially inward, and the pressure gradient along the pipe provides the driving force that keeps the fluid moving. The balance between these two — viscous drag and pressure gradient — determines the velocity at every radial position.

The exact solution is a parabolic velocity profile: u(r) = (R² − r²)/(4μ) · (−dP/dx). At the centerline (r = 0), velocity is maximum; at the wall (r = R), it is zero. The average velocity is exactly half the centerline velocity — a result that surprises many students. This parabola isn't assumed; it falls directly out of the Navier-Stokes equations when you apply cylindrical symmetry and the no-slip boundary condition. Integrating the velocity profile over the pipe cross-section gives the Hagen-Poiseuille law: Q = πR⁴ΔP/(8μL). This formula has four critical features worth understanding separately: flow rate grows with the fourth power of radius, decreases linearly with viscosity, increases linearly with pressure drop, and decreases linearly with length.

The R⁴ dependence is the most important result, and its magnitude is consistently underestimated. If you double the pipe radius, flow rate increases by 2⁴ = 16 times for the same pressure drop. Conversely, halving the radius reduces flow by a factor of 16 — which is why arterial narrowing (stenosis) in the body is so dangerous: a 50% reduction in arterial radius cuts blood flow to 1/16 of normal. This is also why your Reynolds number prerequisite matters here: Re = ρVD/μ. If Re stays below 2300, the flow remains laminar and this R⁴ relationship holds exactly. Above that threshold, the flow transitions to turbulence, the profile flattens, and friction increases dramatically — a topic for turbulent pipe flow.

The laminar friction factor f = 64/Re provides a dimensionless measure of pressure loss per unit length: ΔP = f·(L/D)·(½ρV²). What's notable is that f depends only on Re in laminar flow, not on pipe roughness. This is because the orderly, layered nature of laminar flow means the fluid doesn't "see" small surface imperfections — the viscous sublayer completely suppresses roughness effects. In turbulent flow, roughness becomes dominant. This explains why smooth copper tubing and rough cast iron pipe behave identically below Re ≈ 2300 but very differently above it.

Practice Questions 5 questions

Prerequisite Chain

Counting to 10Counting to 20Understanding ZeroThe Number ZeroCounting to FiveOne-to-One CorrespondenceCombining Small Groups Within 5Addition Within 10Addition Within 20Two-Digit Addition Without RegroupingTwo-Digit Addition with RegroupingAddition Within 100Repeated Addition as MultiplicationMultiplication Facts Within 100Division as Equal SharingDivision as Grouping (Measurement Division)Division: Grouping (Repeated Subtraction) ModelDivision: Fair Sharing ModelDivision as Equal SharingDivision as GroupingBasic Division FactsDivision Facts Within 100Two-Digit by One-Digit DivisionDivision with RemaindersRemainders and Quotients in DivisionDivision Word ProblemsIntroduction to Long DivisionFactors and MultiplesPrime and Composite NumbersEquivalent FractionsRelating Fractions and DecimalsDecimal Place ValueReading and Writing DecimalsComparing and Ordering DecimalsAdding and Subtracting DecimalsMultiplying DecimalsDividing DecimalsDividing FractionsMixed Number ArithmeticOrder of OperationsInteger Order of OperationsVariable ExpressionsCombining Like TermsOne-Step EquationsTwo-Step EquationsSolving Multi-Step EquationsEquations with Variables on Both SidesAngle Pairs: Complementary, Supplementary, and VerticalParallel Lines and TransversalsCorresponding AnglesAlternate Interior AnglesTriangle Angle Sum TheoremExterior Angle TheoremTriangle Inequality TheoremSimilar Triangles: AA SimilaritySimilar Triangles: SSS and SAS SimilarityProportions in Similar TrianglesRight Triangle Trigonometry IntroductionTrigonometric Ratios ReviewRadian MeasureConverting Between Degrees and RadiansThe Unit CircleGraphing Sine and CosineGraphing Tangent and Reciprocal Trigonometric FunctionsDerivatives of Trigonometric FunctionsAntiderivativesIterated Integrals and Fubini's TheoremDouble Integrals in Cartesian CoordinatesDouble Integrals over Rectangular RegionsDouble Integrals in Polar CoordinatesDouble Integrals: Definition and SetupIterated Integrals and Fubini's TheoremDouble Integrals over Rectangular RegionsDouble Integrals over General RegionsApplications of Double Integrals: Area, Mass, and MomentsTriple Integrals in Cartesian CoordinatesTriple Integrals in Cylindrical and Spherical CoordinatesChange of Variables and the Jacobian DeterminantApplications of Triple Integrals: Volume and MassVector Fields and Their RepresentationsLine Integrals of Vector FieldsGreen's TheoremSurface Integrals and Flux of Vector FieldsSurface Integrals and Flux of Vector FieldsDivergence Theorem: Flux and OutflowDivergence TheoremElectric FluxGauss's LawConductors in Electrostatic EquilibriumCapacitance and CapacitorsDielectricsDielectric Constant and Relative PermittivityElectric Field Inside Dielectric MaterialsDielectric Materials and PolarizationDielectric Susceptibility and PermittivityEnergy Density in Electric FieldsElectric Current and Current DensityElectrical Resistance and ResistivityOhm's Law and Circuit ElementsElectromotive Force (EMF) and BatteriesKirchhoff's 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