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CE-311 Open Channel Flow Laboratory · Experiment 3

📐 Operation Characteristics of Three Flow Meters

A virtual re-creation of the flow-measurement apparatus: a venturi meter, orifice plate and rotameter installed in series, read from an air-pressurised manometer bank. Compare each meter against the catch-tank-and-stopwatch standard, and measure the energy loss each device — plus the wide-angle diffuser and 90° bend — costs you.

Objectives

(1) Familiarise with common flow-measurement devices; (2) compare each meter with the standard timed volumetric collection; (3) determine the energy loss incurred by each device; (4) determine the loss in a rapid enlargement and a 90° elbow.

Theory

For steady incompressible flow, Bernoulli's equation with a loss term between two tappings gives each meter's working formula:

Venturi: Q = A_B·√( 2g(h_A−h_B) / (1−(A_B/A_A)²) )  •  Orifice: Q = C·A_F·√( 2g(h_E−h_F) / (1−(A_F/A_E)²) ), C = 0.601  •  Rotameter: l ∝ Q (linear calibration)

The venturi accelerates the flow gradually, so its loss is small; the orifice plate is cheap but its abrupt contraction and vortices cost a large loss (ΔH ≈ 0.83(h_E−h_F)); the rotameter's float rides in a tapered tube, and the head loss across it (h_H−h_I) is nearly constant ≈ 100 mm regardless of discharge — which is exactly why its scale is linear.

Apparatus

Hydraulics bench with volumetric tank & stopwatch; flow-measurement apparatus with pressure tappings to an air-pressurised manometer bank (tubes A–I); flow-control valve; hand pump for purging.

Venturi: A = 26 mm, throat B = 16 mm Orifice: pipe E = 51.9 mm, C = 0.601, vena contracta F = 20 mm Diffuser C→D: area 1:4 Bend G→H: 51.9 → 40 mm

Procedure — perform it here

Open in steps so the rotameter rises ~10 mm per test, as the manual asks.
Rotameter reading l—
Venturi Δh (h_A−h_B)—
Orifice Δh (h_E−h_F)—
Timed collection (5 L)not started
Qbench (standard)—

Observations & Computations

Take ~10 tests at increasing valve openings. Q from each meter is back-computed from the manometer readings using the theory equations; the error is relative to the bench timed collection. ΔH columns are the measured energy losses (mm of water): venturi h_A−h_C, orifice 0.83(h_E−h_F), rotameter h_H−h_I, diffuser and bend from the kinetic-head-corrected piezometric drops.

No.l (mm)Vol (L)t (s)Qbench
(L/s)
QventuriQorificeQrotameter ΔHventΔHorifΔHrotΔHdiffΔHbend
No tests yet — set the valve, run a timed collection, then press “Record test”.

Meter calibration vs the bench standard

Each meter's computed discharge plotted against Qbench. Points on the 1:1 line mean perfect agreement — see which meter tracks it best.

Discussion & Conclusions

Which device would you recommend for flow measurement?

The venturi is the most accurate (typically within ~2%, and even that bias comes from neglecting its discharge coefficient C ≈ 0.98) and wastes the least energy — but it is long and expensive. The orifice plate is compact and cheap and, once its C is known, also accurate — but it dissipates by far the most head. The rotameter reads directly and linearly but is a fragile, vertical-only glass instrument of moderate accuracy. Choose by constraint: accuracy & low loss → venturi; cost & retrofit → orifice; convenience → rotameter.

Advantages and disadvantages of each device

Venturi: + low permanent loss, accurate, no moving parts; − long, costly, fixed installation. Orifice: + cheapest, fits between existing flanges, easily replaced; − large permanent head loss, C sensitive to wear and installation. Rotameter: + direct linear reading, good rangeability, cheap; − must be vertical, glass tube fragile, float sticks with dirty fluids, constant head loss even at low flow.

Why must the rotameter have a slightly diverging (tapered) cross-section?

The float rests where the upward drag equals its submerged weight — which requires a fixed velocity through the annular gap around the float. To pass a larger discharge at that same gap velocity, the gap area must grow, so the tube bore must increase with height. The taper makes the float's equilibrium height — and hence the scale reading — approximately proportional to discharge.

Precautions: purge all air from the manometers and pressurise the bank to a convenient level before starting; keep the purge valve closed during readings (levels creeping upward mean it leaks); wait for steady flow before each timed collection; tap the manometers gently to dislodge trapped air.