Instrument buoys should have long periods to avoid wave


A spar buoy has a period T of vertical (heave) oscillation that depends on the waterline crosssectional area A, buoy mass m, and fluid specific weight γ. How does the period change due to doubling of

(a) the mass and

(b) the area?

Instrument buoys should have long periods to avoid wave resonance. Sketch a possible longperiod buoy design.

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Mechanical Engineering: Instrument buoys should have long periods to avoid wave
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