An investigation of breaker heights, shapes and pressures

被引:81
作者
Hull, P
Müller, G
机构
[1] Dr IG Doran & Partners, Malone Exchange, Belfast BT9 6GE, Antrim, North Ireland
[2] Queens Univ Belfast, Dept Civil Engn, Belfast BT7 5AD, Antrim, North Ireland
关键词
breaking waves; breaker shape; wave loading; breaker classification; PIV; impact pressure; vertical pressure distribution;
D O I
10.1016/S0029-8018(00)00075-5
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The shape of breaking waves has a significant effect on wave impact pressures on vertical sea walls. In order to refine the results of previous researchers, a systematic study of breaker shapes and wave impact pressures on a vertical wall using a newly developed experimental technique, sequential flash photography, was conducted at Queen's University of Belfast. Assumptions, like the existence of a vertical flip-through jet or a parallel face impact, could not be confirmed. The maximum pressure was found to occur for plunging breakers and at Still Water Level (SWL), although high pressures can also occur for other breaker types above or below SWL. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:59 / 79
页数:21
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