Vertical Cylinders of Arbitrary Section in Waves

by Michael de St. Q. Isaacson, (M.ASCE), Asst. Prof.; Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, Canada,

Serial Information: Journal of the Waterway, Port, Coastal and Ocean Division, 1978, Vol. 104, Issue 3, Pg. 309-324

Document Type: Journal Paper

Discussion: Chakrabarti Subrata K. (See full record)
Discussion: Muralikrishna Iyyanki V. (See full record)
Closure: (See full record)

Abstract: The wave interaction with large vertical cylinders of arbitrary section extending from the seabed or deep water and piercing the free surface is considered. A method is developed for the efficient computation of the wave loads on such cylinders. There is a considerable economy of effort when the present approach is applicable and is used in place of a more general one used to continue for bodies of arbitrary geometry. Good agreement has been obtained with previous analytical, numerical, and experimental results. As examples of the program's application, results have been presented for the forces on an isolated circular cylinder, neighboring circular cylinders, and a square caisson at arbitrary orientation to the incident wave direction.

Subject Headings: Cylinders | Arbitration | Sea floor | Free surfaces | Surface waves | Computing in civil engineering | Load factors |

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