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SCIENCE · INVESTIGATE AND EXPLAIN

Explain the odd harmonics of a closed-open tube

Combine a rigid closed end with an open end and distinguish allowed mode index from harmonic number.

Learning outcome: Derive quarter-wavelength boundary matching, identify odd harmonic frequencies and compare a closed-open column with an open-open column of the same length.

Starting recap

A rigid wall prevents longitudinal displacement; an ideal open end maintains ambient pressure. Their pressure and displacement conditions are opposite.

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Try

Why is the second allowed mode of a closed-open tube its third harmonic rather than its second harmonic?

Open the experiment

Predict

For a 1 m tube closed on the left and open on the right, predict the first three allowed frequencies and compare its fundamental with a 1 m open-open tube.

Experiment

Capture allowed mode indices 1 and 2 at 1 m. Read harmonic number separately from mode index, inspect both endpoint conditions, then compare mode 3. Change length to 0.5 m and check inverse-length scaling.

Modes of a tube closed at the left end

Worked teaching model · synthetic values · Left end rigidly closed, right end open. Uniform ideal air column with sound speed 340 m/s, linear longitudinal motion, no end correction, losses, flow, temperature variation or drive response. An ideal open end has zero pressure perturbation and a displacement antinode; a rigid closed end has a displacement node and pressure antinode. Profiles are normalized independently to unit amplitude and shown at one chosen standing-wave phase, not in metres or pascals. They are scalar graphs, not transverse air paths. Fixed position scale 0–1.5 m; the tube occupies only its selected length. Only the first five allowed modes are displayed; no audio is played.

Reset keeps your prediction, captures and practice history.

Left end: rigidly closed — displacement node, pressure antinode. Right end: open — pressure node, displacement antinode.

Air-column displacement profile · normalized, dimensionless-10100.250.50.7511.251.5Position along tube (m) · no curve beyond the selected tube end
Air-column pressure profile · normalized, dimensionless-10100.250.50.7511.251.5Position along tube (m) · no curve beyond the selected tube end

Each graph is divided by its own positive amplitude. Equal graph heights do not mean equal physical displacement and pressure. For the chosen phase, the pressure profile is proportional to the negative spatial derivative of displacement. A pressure node and a displacement node are different locations.

Selected air-column mode and boundary evidence
QuantityValue
Length1.000 m
Allowed mode index1
Harmonic number1
Fundamental85.000000 Hz
Selected frequency85.000000 Hz
Selected wavelength4.000000 m
Displacement nodes0.000 m
Pressure nodes1.000 m
Left end: normalized displacement / pressure0.000 / -1.000
Right end: normalized displacement / pressure1.000 / 0.000
First five allowed air-column modes
Mode indexHarmonicFrequency (Hz)Wavelength (m)
1 (selected)185.0004.000000
23255.0001.333333
35425.0000.800000
47595.0000.571429
59765.0000.444444

Allowed mode 1 is harmonic 1: 85.000 Hz, wavelength 4.000 m.

Fundamental 85.000 Hz. Displacement nodes: 0.000 m. Pressure nodes: 1.000 m. Pressure zero means zero perturbation, not zero absolute pressure.

Captures preserve recipes and replay their calculated results. They are synthetic model evidence, not physical measurements.

Understand

Give the two ends different jobs

At the rigid closed left end, the air cannot move longitudinally through the wall. It is a displacement node and, for an ideal single mode, a pressure antinode. At the open right end, pressure perturbation is zero and displacement has an antinode. These conditions apply to different quantities at the same positions.

The browser shows pressure and displacement profiles separately, each normalized to its own amplitude. The plotted vertical directions are graph values, not transverse air motion. A pressure value of zero means no departure from ambient pressure; it does not mean a vacuum. The selected phase may show positive or negative extrema, but the node locations are phase-independent.

Fit a quarter wavelength first

The fundamental must go from a displacement node at the left to the nearest displacement antinode at the right. That distance is one quarter wavelength. Therefore L = λ/4, λ = 4L and f1 = c/(4L).

For a 1 m column and c = 340 m/s, the fundamental wavelength is 4 m and frequency is 85 Hz. The displacement node is at x = 0 and the pressure node at x = 1 m. The left-end pressure is a normalized extreme even though displacement there is zero.

A same-length open-open column has a 170 Hz fundamental under the same ideal speed assumption. Closing one end changes the boundary condition and halves the fundamental in this comparison; it does not halve sound speed. A real change in geometry can introduce additional effects excluded here.

Why the next mode skips an even harmonic

Starting from the closed-end displacement node, the right endpoint must still land on a displacement antinode. The next allowed span is three quarter-wavelengths, then five quarter-wavelengths, and so on. An even number of quarter-wavelengths would put a displacement node at the open end and violate the required condition.

If m counts allowed modes starting at 1, the harmonic number is h = 2m − 1. The allowed wavelengths and frequencies are λ = 4L/h and f = hc/(4L). Mode index and harmonic number are therefore different.

At L = 1 m the first five allowed modes have harmonic numbers 1, 3, 5, 7, 9 and frequencies 85, 255, 425, 595, 765 Hz. The second allowed mode is the third harmonic and the first overtone. The third allowed mode is the fifth harmonic and second overtone. Use the table’s separate columns to avoid confusing those labels.

For the second allowed mode, displacement nodes lie at x = 0 and 2/3 m. Pressure nodes lie at x = 1/3 and 1 m. The interior alternation between the two kinds of node reflects the spatial derivative relation between pressure and displacement. The open-end condition still holds even though the profile contains additional internal structure.

Read the chosen profile and its limits

For a mode with odd harmonic number h, one displacement shape is sin(hπx/(2L)); the corresponding normalized pressure profile is −cos(hπx/(2L)). Both endpoint conditions follow from these expressions. A negative pressure extreme at the closed end is a rarefaction at the selected phase, not an error in the boundary condition. Half a period later its sign would reverse while its antinode status remains.

The model gives ideal natural frequencies and relative spatial profiles. It does not calculate how strongly a driver excites each mode, the width of a resonance peak, radiation from the opening, wall losses or the sound heard by a listener. The absence of even natural harmonics in this ideal one-dimensional family is not a guarantee that every real instrument or microphone recording contains no even-frequency components.

Open-end corrections can shift measured frequencies because the effective acoustic boundary is not exactly at the geometric opening. The browser omits this correction and holds sound speed fixed; an accurate experiment must report geometry, environmental conditions and uncertainty rather than treating the displayed decimals as measured values.

Transfer using a measured fundamental

An idealized closed-open column has fundamental frequency 100 Hz. Predict its next two allowed frequencies and its length if c = 340 m/s. Then explain what a 200 Hz peak would require you to reconsider.

Check the closed-column transfer

The next allowed frequencies are 300 and 500 Hz. The inferred ideal length is 340/(4 × 100) = 0.85 m. A 200 Hz peak is not an allowed natural frequency of this ideal family; it calls for checking the source, recording, boundary condition or model assumptions. It should not be silently relabeled as the second allowed mode.

OpenStax normal modes of a standing sound wave develops the closed-open air-column series. The browser’s five-mode selection is bounded; the ideal sequence continues beyond it.

Apply

An ideal closed-open tube has fundamental frequency 85 Hz. Its second allowed mode has frequency:

Public practice checks a specific claim. It does not establish independent mastery.

Explain why only odd harmonics satisfy these ideal boundary conditions, distinguish pressure and displacement nodes, and state why this model does not predict instrument loudness or resonance bandwidth.

Continue

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