Standing Waves Analysis Report
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Standing Waves Analysis Report
Evidence from the experiments
The string was driven at different frequencies while its tension was held at 64 N. Its vibrating length was 0.800 m and its linear mass density was 0.0100 kg m⁻¹. The pipe was open at both ends and its air-column length was 0.600 m. The values below are resonance frequencies recorded in the two experiments.
Mode number, n
String frequency (Hz)
Open-pipe frequency (Hz)
1
50
280
2
100
560
3
150
840
Build and analyse the model
For a string fixed at both ends, the allowed wavelengths satisfy L = nλ/2. The wave speed is v = fλ and, for an ideal stretched string, v = √(T/μ). For an open-open pipe, the same harmonic condition L = nλ/2 applies to the displacement pattern. Use these models with the evidence above.
- It is always zero; the node does not oscillate.
- It is greatest at every instant.
- It alternates between the greatest positive and negative displacement.
- It moves along the string at the wave speed.
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