Standing Wave Pattern
Standing waves form when identical opposite waves superpose. Fixed nodes and vibrating antinodes appear.
Class 11 Physics notes covering standing waves, nodes, antinodes, harmonics, organ pipes, resonance, numericals and PYQs.
Standing waves form when identical opposite waves superpose. Fixed nodes and vibrating antinodes appear.
Open end is displacement antinode and pressure node. Closed end is displacement node and pressure antinode.
Open pipes support all harmonics; closed pipes support only odd harmonics.
Standing waves and organ pipes are among the most scoring parts of Class 11 waves because a small set of boundary conditions produces many exam questions. The topic connects superposition, resonance, musical instruments and sound columns.
A standing wave does not carry energy forward like a progressive wave. Instead, fixed nodes and vibrating antinodes form because two identical waves travel in opposite directions and superpose.
Real-life examples include a plucked guitar string, air columns in flutes, resonance tube experiments, organ pipes and vibrating strings in musical instruments.
Exam perspective: the most common trap is confusing displacement nodes with pressure nodes in air columns. In sound columns, displacement node corresponds to pressure antinode and displacement antinode corresponds to pressure node.
A standing wave is formed by superposition of two waves of same amplitude, same frequency and same speed travelling in opposite directions. If y1 = A sin(ωt - kx) and y2 = A sin(ωt + kx), then the resultant is y = 2A sinωt coskx depending on chosen phase form.
In this expression, the amplitude depends on position: 2A|cos kx|. Therefore some points always have zero amplitude and some points have maximum amplitude. Fixed zero-amplitude points are nodes and maximum-amplitude points are antinodes.
Physical meaning: standing waves store energy in loops rather than transporting it continuously along the medium. Energy oscillates between kinetic and potential forms in each segment.
Real-life example: when a guitar string is plucked, the reflected wave from the fixed end superposes with incident waves and only certain standing wave patterns survive strongly.
Common trap: a standing wave pattern has no net energy transport along the string, but particles between nodes are still vibrating.
A node is a point in a standing wave where displacement is always zero. An antinode is a point where displacement amplitude is maximum.
Consecutive nodes are separated by λ/2. Consecutive antinodes are also separated by λ/2. A node and its adjacent antinode are separated by λ/4.
For a string fixed at both ends, both ends are displacement nodes. For an open air column end, the air particles can move freely, so it is a displacement antinode.
Real-life example: in a vibrating string fixed at both ends, the ends stay still while the middle of the fundamental mode vibrates with maximum amplitude.
Exam trap: do not call the middle of every pattern an antinode blindly. First identify the boundary conditions and mode.
In sound waves inside organ pipes, displacement and pressure conditions are opposite. A displacement node is a pressure antinode, and a displacement antinode is a pressure node.
At a closed end, air cannot move, so displacement node forms. Because air is strongly compressed and rarefied there, pressure variation is maximum, so it is a pressure antinode.
At an open end, air moves freely, so displacement antinode forms. Pressure remains nearly atmospheric, so pressure variation is minimum, making it a pressure node.
This is heavily tested in NEET and JEE because students memorize open end as antinode but forget that it means displacement antinode, not pressure antinode.
Real-life example: in a resonance tube closed by water at the bottom, the water surface is a displacement node and pressure antinode.
The fundamental mode is the lowest frequency standing wave that satisfies the boundary conditions of the system. It is also called the first harmonic.
For a string fixed at both ends, the fundamental has one loop and L = λ/2. Therefore f1 = v/2L.
For an open organ pipe, both ends are displacement antinodes, so the fundamental also satisfies L = λ/2 and f1 = v/2L.
For a closed organ pipe, one end is a displacement node and the other is a displacement antinode, so the fundamental satisfies L = λ/4 and f1 = v/4L.
Memory trick: same-same ends give half wavelength; different ends give quarter wavelength.
Harmonics are frequencies that are integral multiples of the fundamental frequency. The first harmonic is f1, second harmonic is 2f1, third harmonic is 3f1, and so on.
Open pipes support all harmonics: fn = nv/2L for n = 1, 2, 3, 4...
Closed pipes support only odd harmonics: fn = nv/4L where n = 1, 3, 5, 7... Even harmonics are absent because they cannot satisfy node-antinode boundary conditions.
Real-life example: a flute, approximately an open pipe, can produce a full harmonic series; a closed pipe has a different tonal quality due to missing even harmonics.
Exam trap: the 'second mode' of a closed pipe is the third harmonic, not the second harmonic.
An open organ pipe is open at both ends. Since air is free to vibrate at both ends, both ends are displacement antinodes and pressure nodes.
Fundamental mode: f1 = v/2L. First harmonic has one half-wavelength inside the pipe.
Second harmonic: f2 = 2v/2L = v/L. Third harmonic: f3 = 3v/2L. In general fn = nv/2L.
Real-life example: many wind instruments behave approximately as open pipes depending on fingering and end correction.
Common mistake: forgetting that open ends are pressure nodes, not pressure antinodes.
A closed organ pipe is closed at one end and open at the other. The closed end is a displacement node and pressure antinode. The open end is a displacement antinode and pressure node.
Fundamental mode: f1 = v/4L. The pipe length contains one quarter wavelength.
Next allowed modes are f3 = 3v/4L and f5 = 5v/4L. Only odd harmonics are present.
Even harmonics are absent because a pattern with even multiples cannot keep a node at one end and an antinode at the other end simultaneously.
Real-life example: a bottle blown at the mouth behaves like a closed air column.
Resonance occurs when a system is driven at one of its natural frequencies, producing large amplitude oscillations. In air columns, resonance happens when the column length fits an allowed standing wave pattern.
In the resonance tube experiment, a tuning fork is held above an adjustable air column. Loud sound occurs when the air column resonates with the tuning fork frequency.
For a closed resonance tube, first resonance approximately satisfies L = λ/4, and the next resonance satisfies L = 3λ/4. The difference between successive resonance lengths is λ/2.
Practical applications include musical instruments, organ pipes, tuning of wind instruments, acoustic cavities and measurement of speed of sound.
Common trap: resonance does not mean any loud sound; it means driving frequency matches a natural frequency.
These diagrams use black curves with red labels and arrows in a clean board-work style.
| Point | Open Organ Pipe | Closed Organ Pipe |
|---|---|---|
| Boundary conditions | Displacement antinode at both ends; pressure node at both ends. | Displacement node at closed end and antinode at open end; pressure antinode at closed end and node at open end. |
| Fundamental | f1 = v/2L | f1 = v/4L |
| Harmonics | All harmonics present. | Only odd harmonics present. |
| Frequency series | v/2L, 2v/2L, 3v/2L... | v/4L, 3v/4L, 5v/4L... |
| Exam trick | n = 1,2,3,4... | n = 1,3,5...; second mode is third harmonic. |
N-N = λ/2Consecutive nodes and consecutive antinodes are separated by half wavelength.
N-A = λ/4Adjacent node and antinode are separated by quarter wavelength.
fn = nv/2LAll harmonics: n = 1, 2, 3...
fn = nv/4LOnly odd n: 1, 3, 5...
L2 - L1 = λ/2Successive resonance lengths in a closed tube differ by half wavelength.
v = fλUsed after finding wavelength from pipe geometry.
If Nodes, Antinodes or Organ Pipes are not clear and you are looking for a Physics Tutor, contact Kumar Sir.
These numericals avoid data-only repetition and cover node spacing, harmonics, open pipe, closed pipe, resonance tube, pressure/displacement conditions and mixed comparison questions.
Given: L = 0.5 m, v = 340
Formula: f1 = v/2L
Solution: f1 = 340/(2 × 0.5) = 340 Hz
Final Answer: 340 Hz
Given: L = 0.5 m, v = 340
Formula: f1 = v/4L
Solution: f1 = 340/(4 × 0.5) = 170 Hz
Final Answer: 170 Hz
Given: λ = 2 m
Formula: Node-node distance = λ/2
Solution: distance = 1 m
Final Answer: 1 m
Given: λ = 1.2 m
Formula: N-A distance = λ/4
Solution: distance = 0.3 m
Final Answer: 0.3 m
Given: f1 = 250 Hz
Formula: fn = nf1
Solution: f2 = 500 Hz, f3 = 750 Hz
Final Answer: 500 Hz, 750 Hz
Given: Closed pipe has odd harmonics
Formula: f3 = 3f1, f5 = 5f1
Solution: f3 = 360 Hz, f5 = 600 Hz
Final Answer: 360 Hz, 600 Hz
Given: L = 1 m, v = 100
Formula: f1 = v/2L
Solution: f1 = 100/2 = 50 Hz
Final Answer: 50 Hz
Given: 5 nodes mean 4 loops, each loop = λ/2
Formula: L = 4(λ/2)
Solution: 2 = 2λ, so λ = 1 m
Final Answer: 1 m
Given: Closed end blocks air motion
Formula: Closed end is displacement node
Solution: Pressure variation is maximum there
Final Answer: Displacement node
Given: Open end pressure remains atmospheric
Formula: Open end is pressure node
Solution: Displacement is antinode there
Final Answer: Pressure node
Given: L = 0.85 m, v = 340
Formula: f1 = v/2L
Solution: f1 = 340/1.7 = 200 Hz
Final Answer: 200 Hz
Given: L = 0.85 m, v = 340
Formula: f1 = v/4L
Solution: f1 = 340/3.4 = 100 Hz
Final Answer: 100 Hz
Given: f2 = 400 Hz
Formula: Open pipe f2 = 2f1
Solution: f1 = 200 Hz
Final Answer: 200 Hz
Given: f3 = 900 Hz
Formula: f3 = 3f1
Solution: f1 = 300 Hz
Final Answer: 300 Hz
Given: Closed pipe only odd harmonics
Formula: Allowed: 150, 450, 750...
Solution: 300 Hz is second harmonic, absent
Final Answer: Not allowed
Given: Open pipe all harmonics
Formula: f2 = 2f1
Solution: 300 Hz is allowed
Final Answer: Allowed
Given: L2 - L1 = λ/2 = 17 cm
Formula: λ = 2ΔL
Solution: λ = 34 cm = 0.34 m
Final Answer: 0.34 m
Given: ΔL = 0.34 m, f = 500
Formula: λ = 2ΔL, v = fλ
Solution: λ = 0.68 m; v = 500 × 0.68 = 340 m s−1
Final Answer: 340 m s−1
Given: Same L and v
Formula: fopen = v/2L, fclosed = v/4L
Solution: ratio = 2:1
Final Answer: 2:1
Given: fclosed,3 = 3v/4L, fopen,1 = v/2L
Formula: ratio = (3v/4L)/(v/2L)
Solution: ratio = 3/2
Final Answer: 3:2
Given: Amplitude factor = 2A|coskx|
Formula: Node when coskx = 0
Solution: kx = (2n+1)π/2
Final Answer: kx = (2n+1)π/2
Given: Amplitude factor = 2A|sinkx|
Formula: Node when sinkx = 0
Solution: kx = nπ
Final Answer: kx = nπ
Given: L = 1.5 m, n = 3
Formula: L = nλ/2
Solution: λ = 2L/n = 3/3 = 1 m
Final Answer: 1 m
Given: Open pipe: L = nλ/2, n = 3
Formula: λ = 2L/n
Solution: λ = 2.4/3 = 0.8 m
Final Answer: 0.8 m
Given: Closed pipe: L = nλ/4, n = 5
Formula: λ = 4L/n
Solution: λ = 4.8/5 = 0.96 m
Final Answer: 0.96 m
Given: L=0.75, v=330
Formula: fn=nv/2L
Solution: f1=220 Hz, f2=440 Hz, f3=660 Hz
Final Answer: 220, 440, 660 Hz
Given: L=0.75, v=330
Formula: f = nv/4L, n=1,3,5
Solution: f1=110 Hz, f3=330 Hz, f5=550 Hz
Final Answer: 110, 330, 550 Hz
Given: n=3, f=900, v=360
Formula: f3 = 3v/2L
Solution: L = 3v/(2f) = 1080/1800 = 0.6 m
Final Answer: 0.6 m
Given: n=5, f=850, v=340
Formula: f5=5v/4L
Solution: L = 5v/(4f)=1700/3400=0.5 m
Final Answer: 0.5 m
Given: Closed pipe odd harmonics
Formula: Allowed: f, 3f, 5f...
Solution: 170 and 510 = 1st and 3rd; 340 Hz even harmonic absent
Final Answer: 340 Hz absent
Given: Difference = 40 cm = λ/2
Formula: λ = 2 × 40 cm
Solution: λ = 80 cm = 0.8 m
Final Answer: 0.8 m
Given: L = λ/4
Formula: λ = 4L
Solution: λ = 64 cm
Final Answer: 64 cm
Given: v/2Lo = v/4Lc
Formula: 2Lc = Lo
Solution: Lc = 0.5 m
Final Answer: 0.5 m
Given: v/4Lc = 2v/2Lo = v/Lo
Formula: 1/4Lc = 1/Lo
Solution: Lo = 4Lc
Final Answer: 1/4
Given: 6 antinodes = 6 loops
Formula: L = 6λ/2
Solution: 3 = 3λ, λ = 1 m
Final Answer: 1 m
Given: N-A = λ/4 = 0.15
Formula: λ = 4 × 0.15
Solution: λ = 0.60 m
Final Answer: 0.60 m
Given: L1=15 cm, L2=45 cm
Formula: L2-L1=λ/2
Solution: λ=60 cm; L1+e=15 cm, so e=0
Final Answer: 0 cm
Given: L+e = λ/4
Formula: λ = 4(16+1) cm
Solution: λ = 68 cm
Final Answer: 68 cm
Given: L=0.68, v=340
Formula: f1=v/2L
Solution: f1=340/1.36=250 Hz
Final Answer: 250 Hz
Given: Closed fundamental L=λ/4
Formula: L=1.6/4
Solution: L=0.4 m
Final Answer: 0.4 m
Given: Open fundamental L=λ/2
Formula: L=1.6/2
Solution: L=0.8 m
Final Answer: 0.8 m
Given: Difference=34 cm=λ/2
Formula: λ=0.68 m, v=fλ
Solution: v=500×0.68=340 m s−1
Final Answer: 340 m s−1
A wave pattern with fixed nodes and antinodes formed by superposition of opposite travelling waves.
Point where displacement is always zero.
Point where displacement amplitude is maximum.
λ/2.
λ/4.
Lowest frequency mode satisfying boundary conditions.
Fundamental frequency.
f1 = v/2L.
f1 = v/4L.
Large amplitude vibration when driving frequency equals natural frequency.
Pressure antinode.
Pressure node.
Displacement antinode.
Displacement node.
Pressure node.
Pressure antinode.
Only odd harmonics.
All harmonics.
They do not satisfy node-antinode boundary conditions.
Third harmonic.
Adding equal opposite waves gives product form with position-dependent amplitude.
Displacement nodes at both ends.
Displacement antinodes at both ends.
Node at closed end and antinode at open end.
fn = nv/2L.
fn = nv/4L for n = 1, 3, 5...
sinkx=0, so x=nλ/2.
|sinkx|=1, so x=(2n+1)λ/4.
No net energy transport along the medium.
Energy is localized in loops and oscillates between kinetic and potential forms.
Both fit half a wavelength in length, though boundary types differ for displacement.
Progressive wave transfers energy; standing wave has fixed nodes and no net energy transport.
An allowed standing wave pattern satisfying boundary conditions.
Boundary conditions and pipe length.
Amplitude of sound becomes large.
Vibrating guitar string or air column in organ pipe.
Frequency component that is an integral multiple of fundamental.
Frequencies above the fundamental.
Third harmonic.
2L.
4L.
Point of no displacement.
Point of maximum displacement.
They determine allowed wavelengths and frequencies.
Pressure variation is approximately zero because pressure remains atmospheric.
Pressure variation is maximum because air cannot move freely.
λ/2.
Both true and reason explains assertion.
Both true and reason explains assertion.
Assertion true, reason false.
Both true and reason explains assertion.
False.
True.
False.
True.
True.
Difference = 34 cm = λ/2, so λ = 68 cm.
All harmonics.
Odd harmonics only.
Displacement node, pressure antinode.
Air cannot move at the rigid closed end.
Air can move freely at open end.
Allowed modes are 1st, 3rd, 5th harmonics; second mode is third harmonic.
No, they occur oppositely in a standing sound wave.
If Nodes, Antinodes or Organ Pipes are not clear and you are looking for a Physics Tutor, contact Kumar Sir.