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SCIENCE · INVESTIGATE AND EXPLAIN

Couple buoyancy stiffness to a bounded oscillation model

A partially immersed body can gain an incremental restoring force from buoyancy. The supplied 2 kg vertical cylinder has constant cross-section 0.01 m², height 0.3 m and equilibrium immersion depth 0.15 m. An ideal 20 N/m spring has a suitable static preload; displacement is measured upward from that equilibrium.

Learning outcome: Derive the hydrostatic stiffness from displaced volume, combine it with spring stiffness and test the full amplitude range before assigning a period.

Starting recap

Derive equations with their initial or boundary conditions, integrate distributed profiles, and check model domains independently of numerical outputs.

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Try

For density 800 kg/m³, combined stiffness is 100 N/m and accepted small-amplitude frequency is sqrt(50) rad/s. The same frequency could arise from a different density and a compensating spring stiffness, so an independent spring calibration matters.

Open the experiment

Predict

Why is an amplitude of 0.2 m rejected for the single partial-immersion oscillator?

Experiment

Derive the hydrostatic stiffness from displaced volume, combine it with spring stiffness and test the full amplitude range before assigning a period.

Couple hydrostatic stiffness to a bounded oscillator

Worked teaching model · synthetic values · A2 kg vertical cylindrical body of cross-section.01 m²,height.3 m is partially immersed at equilibrium depth.15 m and connected to an ideal20 N/m spring with suitable static preload. Liquid surface fixed,g=10, added-mass/drag/waves neglected. Accept the linear buoyancy branch only for amplitude strictly below.15 m; touching/leaving an end requires a piecewise model. Virtual only.

Reset keeps your prediction, captures and practice history.

Buoyancy change within partial-immersion domain

buoyancy change (N)upward displacement (m)-0.150.1515-15

Unlike graph quantities rescale independently; read units and values, not screen angles. 1: −rho g A x (solid). Joined curves show the supplied model, not additional observations.

Equivalent numerical coordinates for Buoyancy change within partial-immersion domain

−rho g A x

upward displacement (m)buoyancy change (N)
-0.1515
-0.1462514.625
-0.142514.25
-0.1387513.875
-0.13513.5
-0.1312513.125
-0.127512.75
-0.1237512.375
-0.1212
-0.1162511.625
-0.112511.25
-0.1087510.875
-0.10510.5
-0.1012510.125
-0.09759.75
-0.093759.375
-0.099
-0.086258.625
-0.08258.25
-0.078757.875
-0.0757.5
-0.071257.125
-0.06756.75
-0.063756.375
-0.066
-0.056255.625
-0.05255.25
-0.048754.875
-0.0454.5
-0.041254.125
-0.03753.75
-0.033753.375
-0.033
-0.026252.625
-0.02252.25
-0.018751.875
-0.0151.5
-0.011251.125
-0.00750.75
-0.003750.375
00
0.00375-0.375
0.0075-0.75
0.01125-1.125
0.015-1.5
0.01875-1.875
0.0225-2.25
0.02625-2.625
0.03-3
0.03375-3.375
0.0375-3.75
0.04125-4.125
0.045-4.5
0.04875-4.875
0.0525-5.25
0.05625-5.625
0.06-6
0.06375-6.375
0.0675-6.75
0.07125-7.125
0.075-7.5
0.07875-7.875
0.0825-8.25
0.08625-8.625
0.09-9
0.09375-9.375
0.0975-9.75
0.10125-10.125
0.105-10.5
0.10875-10.875
0.1125-11.25
0.11625-11.625
0.12-12
0.12375-12.375
0.1275-12.75
0.13125-13.125
0.135-13.5
0.13875-13.875
0.1425-14.25
0.14625-14.625
0.15-15

At most 82 representative computed coordinates including endpoints; the plotted curve can use a finer grid. A table of a revealed generator is not independent measurement evidence.

Calculated quantities under the declared measurement model
QuantityValueUnit
Hydrostatic incremental stiffness100N/m
Combined small-displacement stiffness120N/m
Entire motion strictly partially immersed1flag
Proposed minimum immersion depth0.05m
Proposed maximum immersion depth0.25m
Accepted ideal angular frequency7.745967rad/s
Accepted ideal period0.8111557s
Initial quadratic oscillation energy0.6J

The entire selected oscillation stays inside the linear partial-immersion branch.

Upward displacement reduces displaced volume by A x, so buoyancy changes by−rho g A x. Add spring restoring change−k_s x about the preloaded equilibrium: m xddot=−(k_s+rho g A)x. A period alone identifies this combined stiffness, not density separately if spring stiffness is unknown. Added mass, drag, radiated waves and end-crossing buoyancy are excluded, not assumed negligible in every real system.

Predict before inspecting the values. Save contrasting records with assumptions and one alternative explanation. This virtual display does not certify practical measurement technique.

The entire selected oscillation stays inside the linear partial-immersion branch.

Upward displacement reduces displaced volume by A x, so buoyancy changes by−rho g A x. Add spring restoring change−k_s x about the preloaded equilibrium: m xddot=−(k_s+rho g A)x. A period alone identifies this combined stiffness, not density separately if spring stiffness is unknown. Added mass, drag, radiated waves and end-crossing buoyancy are excluded, not assumed negligible in every real system.

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

Understand

Couple buoyancy stiffness to a bounded oscillation model

A partially immersed body can gain an incremental restoring force from buoyancy. The supplied 2 kg vertical cylinder has constant cross-section 0.01 m², height 0.3 m and equilibrium immersion depth 0.15 m. An ideal 20 N/m spring has a suitable static preload; displacement is measured upward from that equilibrium.

An upward displacement x reduces submerged volume by Ax while both ends stay on their respective sides of the surface. Buoyancy therefore changes by −ρgAx. Add the spring-force change −ksx to obtain m xddot = −(ks + ρgA)x. Weight and equilibrium preload cancel from this incremental equation but remain part of the equilibrium force balance.

For density 1000 kg/m³ and g = 10, hydrostatic stiffness is 100 N/m and combined stiffness is 120 N/m. The ideal frequency is sqrt(60) ≈ 7.74597 rad/s and period is about 0.811156 s. At amplitude 0.1 m the body stays partly immersed and its quadratic oscillation energy is 0.6 J.

An amplitude of 0.15 m touches the end of the strict partial-immersion branch; larger amplitudes leave it. The display withholds the single linear-oscillator prediction for those proposals rather than extending the buoyancy slope indefinitely. The idealization also excludes added fluid inertia, drag and radiated waves. A period alone identifies combined stiffness, not density separately if the spring stiffness is uncertain.

Changed-case check

Predict before reading the comparison. For density 800 kg/m³, combined stiffness is 100 N/m and accepted small-amplitude frequency is sqrt(50) rad/s. The same frequency could arise from a different density and a compensating spring stiffness, so an independent spring calibration matters.

Retained investigation

Derive the hydrostatic stiffness from displaced volume, combine it with spring stiffness and test the full amplitude range before assigning a period. Which independent measurement separates density inference from an unknown spring stiffness?

Source and boundary

Primary conceptual reference checked 30 October 2026: OpenStax University Physics Volume 1. All prose, functions and evidence packets are original. Bounded mathematical models do not establish measured apparatus, supervised practical skill, independent learner mastery or institutional credit. No physical loading, liquids, heat or sound exposure is requested.

Apply

Why is an amplitude of 0.2 m rejected for the single partial-immersion oscillator?

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

Which independent measurement separates density inference from an unknown spring stiffness?

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