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Roll Motion of a Ship and the Roll Stabilising Effect of Bilge Keels

Published online by Cambridge University Press:  02 October 2008

Santiago Iglesias Baniela*
Affiliation:
(Universidad de La Coruña, Spain)
*
(E-mail: sbaniela@udc.es)
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Abstract

The roll motion of a ship on waves is one of the six degrees of freedom and is the most difficult to predict since it deals with a motion similar to a spring-mass damper system, poorly damped by ship generated waves, in addition to the action of waves from the high seas. This problem increased from the second half of the 19th century when sailing propulsion was replaced by steam machines and iron replaced wood, which led to design modifications in ships affecting transversal stability, with the result of an increment in the ship's roll motion. As a consequence, it has been necessary to develop different systems which, on the one hand, increase the natural period of this motion in order to decrease its amplitude and reduce the risks that the wave encounter frequency would resonate with the natural frequency of the ship's motion; and on the other hand, to generate a damping effect to this motion. Bilge keels, passive stabilisers with no moving parts, form the simplest and cheapest element that may be incorporated on a ship to reduce this motion. This paper studies roll motion in general and then analyses bilge keels from different points of view.

Information

Type
Research Article
Copyright
Copyright © The Royal Institute of Navigation 2008
Figure 0

Figure 1. A ship's six DOF's. Drawing: author.

Figure 1

Figure 2. The roll motion around the x-axis. Drawing: author.

Figure 2

Figure 3. The creation of an internal righting moment by the ship as a response to the wave excitation force which generates a roll motion. Drawing: author.

Figure 3

Figure 4. The analogy of the ship's roll motion to a mechanical Spring-Mass Damper System. Drawing: author.

Figure 4

Figure 5. Comparison between two GZ curves of static stability corresponding to two ships with different responses. Drawing: author.

Figure 5

Figure 6. Diagram of vectors for the calculation of the wave encounter period. Drawing: author.

Figure 6

Figure 7. The heave and pitch amplitude of motions versus the respective wave encounter frequency [ωheave and ωpitch] taking into account the natural frequency [ωn] of the ship's motion. In both cases, we can see how their amplitude is not very sensitive to the wave excitation force as they are strongly damped motions. Therefore, the resonance phenomenon becomes less awkward. Drawing: author

Figure 7

Figure 8. The roll amplitude of motion versus the encounter wave frequency [ωroll] taking into account the natural frequency [ωn] of the ship's motion. If we compare this figure with Figure 7 corresponding to the heave and pitch motions, we can see how, unlike these, its amplitude is very sensitive to the wave excitation force as they are very poorly damped motions. Therefore, the resonance phenomenon becomes really awkward. Drawing: author.

Figure 8

Figure 9. Longitudinal position of the bilge keel. Drawing: author.

Figure 9

Figure 10. A standard bilge keel. Drawing: author.

Figure 10

Figure 11. Bilge keel longitudinal ending construction to prevent bilge plating from cracking due to stress concentrations. Drawing: author.

Figure 11

Figure 12. A bilge keel for a large vessel. Drawing: author.

Figure 12

Figure 13. Importance of the radius of gyration k of the added water mass which bilge keels drag in the damping effect of the roll motion. Drawing: author.

Figure 13

Figure 14. Racking stresses. Drawing: author.

Figure 14

Figure 15. Areas of the hull under greatest stress due to racking when heavy rolling. Drawing: author.