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Sandbox Physics

M093 · Fluid mechanics

Continuity & Bernoulli Flow Bench

Shape a transparent Venturi tube, move a pressure probe and compare energy and hydraulic grades. Acquire raw pressure and speed readings to infer flow and a Darcy friction factor.

Interactive modelContinuity & Bernoulli Flow Bench
Inference statusReady\text{Ready}
Accepted transport flowReady\text{Ready}
Candidate probe speedReady\text{Ready}
Candidate probe gauge pressureReady\text{Ready}
Candidate probe absolute pressureReady\text{Ready}
Minimum candidate absolute pressureReady\text{Ready}
Minimum margin above vapor pressureReady\text{Ready}
Probe centreline elevationReady\text{Ready}
Tube centreline lengthReady\text{Ready}
Candidate probe energy headReady\text{Ready}
Candidate probe hydraulic headReady\text{Ready}
Candidate total loss headReady\text{Ready}
Candidate energy budget residualReady\text{Ready}
Acquired stationsReady\text{Ready}
Flow inferred from raw readingsReady\text{Ready}
Fit coordinate residualReady\text{Ready}
Single-phase statusReady\text{Ready}
Darcy factor inferred from dataReady\text{Ready}

Physics tutorial

Track pressure and energy through a throat

BackgroundOne-dimensional steady incompressible liquid flow in constant gravity; centreline elevations are upward from the laboratory datum.

Why it mattersConnect a physical conduit, its energy budget and simulated sensor readings before drawing conclusions from a fitted curve.

Start with the essentials

Focus question
Can the pressure recover while energy is still lost?
One-sentence intuition
Constriction trades pressure head for speed; dissipative losses reduce the total head.

Core mathematical model

Continuity

Q=A(s)v(s),A(s)=πr(s)2Q=A(s)v(s),\qquad A(s)=\pi r(s)^2

Every cross-section carries the same prescribed volume flow.

Energy and hydraulic grades

H(s)=z(s)+p(s)ρg+v(s)22gHhyd(s)=H(s)−v(s)22g\begin{aligned}H(s)&=z(s)+\frac{p(s)}{\rho g}+\frac{v(s)^2}{2g}\\H_{\mathrm{hyd}}(s)&=H(s)-\frac{v(s)^2}{2g}\end{aligned}

Pressure is gauge pressure; the source sets inlet head.

Loss with local speed

hL(s)=fD ⁣∫0s ⁣v(u)22gD(u) du+Kχ(s)vt22gh_L(s)=f_D\!\int_0^s\!\frac{v(u)^2}{2gD(u)}\,du+K\chi(s)\frac{v_t^2}{2g}

The known diffuser loss accumulates after the throat. Darcy loss uses each local diameter and speed.

Infer from the sensor record

Q^=1n∑iAiviH~i=b−fDXi\begin{aligned}\widehat Q&=\frac1n\sum_i A_i v_i\\\widetilde H_i&=b-f_D X_i\end{aligned}

Correct acquired total head for known diffuser loss, then regress against wall-loss coordinate computed from inferred flow.

Single-phase screen

min⁡s ⁣[pa+p(s)]>pv\min_s\!\left[p_a+p(s)\right]>p_v

Crossing the threshold rejects the candidate. It does not solve a cavitating flow.

Common difficulties

Gauge and absolute pressure

Typical misconceptionA negative gauge pressure always means the liquid cannot flow.

Better mental modelAdd ambient pressure before comparing with the specified vapor pressure. The entire path is checked.

A fit is an inference

Typical misconceptionThe fitted coefficient is a reference slider in disguise.

Better mental modelClear the record and the estimate disappears. Noise can yield an unphysical negative coefficient; unconstrained fits are not clipped or safety certificates.

Run the experiment

  1. 01

    Locate the throat

    Move the gold probe handle through the narrow section.

    What to observe: Speed rises and pressure drops; energy head remains flat without loss.
  2. 02

    Separate recovery from loss

    Select With losses and compare inlet, throat and outlet.

    What to observe: Pressure recovers downstream, but the energy grade stays below its inlet value.
  3. 03

    Acquire and infer

    Acquire the profile, add bounded noise and export the raw record.

    What to observe: Pressure and velocity data estimate flow and friction with no reference flow in the fit.
  4. 04

    Test the domain

    Select Pressure boundary or reduce ambient pressure.

    What to observe: A smooth candidate can violate the vapor threshold; acquisition is disabled.