首页> 外文会议>International Conference on Offshore Mechanics and Arctic Engineering 2004(OMAE 2004) vol.3; 20040620-25; Vancouver(CA) >EXPERIMENTAL STUDY OF SCOUR DUE TO BREAKING WAVES IN FRONT OF VERTICAL- WALL BREAKWATERS
【24h】

EXPERIMENTAL STUDY OF SCOUR DUE TO BREAKING WAVES IN FRONT OF VERTICAL- WALL BREAKWATERS

机译:垂直壁式破壁机破壁波冲刷的实验研究

获取原文
获取原文并翻译 | 示例

摘要

Scour is an important cause of instability of breakwaters. In case of vertical-wall breakwaters, toe scour can cause collapse of the whole structure. This paper is concerned with an experimental study of the effects of regular breaking waves on scour at toe of vertical-wall breakwaters. Experiments were carried out in a wave flume with regular waves for two cases of a beach with and without a breakwater. Bed profiles and scour depths for various wave heights, periods and depths were recorded. For the case of a beach without a breakwater, the observed bed profile types are compared to predictions. For the case of a beach with a breakwater, factors affecting the scour are investigated, and an empirical equation for scour depth at toe of a vertical wall is proposed.
机译:冲刷是防波堤不稳定的重要原因。在垂直墙防波堤的情况下,脚趾冲刷会导致整个结构坍塌。本文关注的是常规破碎波对垂直壁防波堤脚趾冲刷影响的实验研究。在带有规则波浪的波浪水槽中,对有和没有防波堤的两个海滩进行了实验。记录了各种波高,周期和深度的河床剖面和冲刷深度。对于没有防波堤的海滩,将观察到的河床剖面类型与预测值进行比较。对于带有防波堤的海滩,研究了影响冲刷的因素,并提出了垂直壁趾部冲刷深度的经验公式。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号