MODELING OF A CIRCULAR-SECTION FLOATING BREAKWATER

被引：8

作者：

ISAACSON, M ^{[1
]}

WHITESIDE, N ^{[1
]}

GARDINER, R ^{[1
]}

HAY, D ^{[1
]}

机构：

[1] HAY & CO CONSULTANTS INC, VANCOUVER, BC V5Y 1L5, CANADA

来源：

CANADIAN JOURNAL OF CIVIL ENGINEERING | 1995年 / 22卷 / 04期

关键词：

COASTAL STRUCTURES; FLOATING BREAKWATERS; HYDRODYNAMICS; MOORINGS; WAVES;

D O I：

10.1139/l95-082

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The physical and numerical modelling of a circular cross-section floating breakwater subjected to normal and obliquely incident regular waves is described. The transmission coefficient, breakwater motions, and mooring line forces were measured in two- and three-dimensional laboratory tests for a range of wave conditions acid breakwater parameters. The experimental results are compared with results of a numerical model based on linear two-dimensional wave diffraction theory. The performance of the breakwater is summarized and compared with that of a rectangular-section breakwater. Possible modifications to improve the breakwater's performance characteristics are considered.

引用

页码：714 / 722

页数：9

共 15 条

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