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TECHNICAL PAPERS

On the Interaction of Waves With Intake/Discharge Flows Originating From a Freely-Floating Body

[+] Author and Article Information
B. Padmanabhan

J. Ray McDermott, Inc., 757 N. Eldridge Pkwy, Houston, TX 77079

R. C. Ertekin

Department of Ocean & Resources Engineering, University of Hawaii, Honolulu, HI 96822

J. Offshore Mech. Arct. Eng 125(1), 41-47 (Feb 28, 2003) (7 pages) doi:10.1115/1.1537724 History: Received February 01, 2002; Revised September 01, 2002; Online February 28, 2003
Copyright © 2003 by ASME
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References

Figures

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Definition of surfaces in the calculation of the m-terms
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Double-model potential on the keel of the rectangular prism, B/T=2
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Double-model potential on the sides of the rectangular prism, B/T=2
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Double-model potential in the fluid-domain due to an intake and a discharge from a rectangular prism, B/T=1
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Added-mass coefficient in surge for rectangular prisms
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Damping coefficient in surge for rectangular prisms
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Added-mass coefficient in heave for rectangular prisms
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Damping coefficient in heave for rectangular prisms
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Damping coefficient in pitch for rectangular prisms
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Damping coefficient in heave for rectangular prisms, reversed flow
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Damping coefficient in pitch for rectangular prisms, reversed flow
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Excitation forces in heave for rectangular prisms
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Response in heave for a rectangular prism, B/T=1/2
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Response in heave for a rectangular prism, B/T=1
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Response in heave for a rectangular prism, B/T=2

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