• Title/Summary/Keyword: Spacing between vessel and semi-circle bank wall

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Numerical analysis for hydrodynamic interaction effects between vessel and semi-circle bank wall

  • Lee, Chun-Ki;Moon, Serng-Bae;Oh, Jin-Seok;Lee, Sang-Min
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.7 no.4
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    • pp.691-698
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    • 2015
  • The hydrodynamic interaction forces and moments induced by the vicinity of bank on a passing vessel are known as wall effects. In this paper, the characteristics of interaction acting on a passing vessel in the proximity of a semi-circle bank wall are described and illustrated, and the effects of ship velocity, water depth and the lateral distance between vessel and semi-circle bank wall are discussed. For spacing between ship and semi-circle bank wall (SP) less than about 0.2 L and depth to ship's draft ratio (h/d) less than around 2.0, the ship-bank interaction effects increase steeply as h/d decreases. However, for spacing between ship and semi-circle bank wall (SP) more than about 0.3 L, the ship-bank interaction effects increase slowly as h/d decreases, regardless of the water depth. Also, for spacing between ship and semi-circle bank wall (SP) less than about 0.2 L, the hydrodynamic interaction effects acting on large vessel increase largely as ship velocity increases. In the meantime, for spacing between ship and semi-circle bank wall ($S_P$) more than 0.3 L, the interaction effects increase slowly as ship velocity increases.

Numerical Analysis for Hydrodynamic Interaction Effects between Vessel and Semi-Circle Bank Wall

  • Lee, Chun-Gi;Mun, Seong-Bae;O, Jin-Seok;Jeong, Yeon-Cheol;Jeong, Tae-Gwon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2013.06a
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    • pp.29-30
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    • 2013
  • The hydrodynamic interaction forces and moments induced by the vicinity of bank on a passing vessel are known as bank effects. In this research, the characteristic features of interaction acting on a passing vessel in the proximity of a semi-circle bank wall are described and illustrated, and the effects of ship velocity, water depth and the lateral distance between ship and semi-circle bank wall are summarized and discussed.

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