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Investigation of the performance of artificial surfing reefs.

机译:调查人造冲浪礁的性能。

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摘要

Artificial surfing reefs are emerging as a favoured coastal structure in specific regions where improved shoreline protection and subsequent beach widening, along with enhanced surfing conditions, are desired. With relatively few design studies completed to date and only one successful implemented prototype, there exists an opportunity to learn more about the performance of artificial surfing reefs. Past studies have been limited to a small range of design variables tested over a common beach slope.; This thesis presents the results of an extensive 3-D testing program of an artificial surfing reef for Orewa Beach, New Zealand. Orewa Beach experiences an annual loss of beach material resulting in a severely eroded shoreline and is therefore being considered for an artificial surfing reef. The site is an ideal candidate for this study due to its relatively small wave climate and gradual 1:200 beach slope---previously unexplored conditions for implementation of an artificial surfing reef. The performance of the reef was evaluated based on test results using a suite of variables: four reef alternatives, three water levels, five incident wave directions and up to seven incident wave heights. A total of 361 tests were performed. Although these tests were specific to Orewa Beach, they are general enough to form the basis of guidelines for successful reef implementation.; Results from the 3-D tests were assessed using six parameters to evaluate improved shoreline protection and enhanced surfing conditions. Wave height attenuation was realized primarily in the lagoon area immediately shoreward of the reef. Closer to the shoreline, wave height attenuation was limited and only occurred for a small number of tests. The artificial surfing reef was found to improve the shape---as opposed to the size---of waves for the purpose of surfing. Favourable crest front steepness values, Iribarren numbers and peel angles were realized and showed a significant improvement over existing conditions. Significant wave height amplification was not consistently recorded at the reef location.
机译:在需要改善海岸线保护和随后的海滩拓宽以及改善冲浪条件的特定地区,人工冲浪礁正在成为偏爱的沿海结构。迄今为止,完成的设计研究相对较少,只有一个成功实施的原型,因此有机会进一步了解人造冲浪礁的性能。过去的研究仅限于在普通海滩坡度上测试的一小部分设计变量。本文介绍了针对新西兰奥雷瓦海滩的人工冲浪礁进行的广泛3D测试程序的结果。奥雷瓦海滩(Orewa Beach)每年都有海滩材料流失,导致海岸线严重腐蚀,因此被认为是人工冲浪礁。该地点因其相对较小的波浪气候和渐进的1:200海滩坡度而成为本研究的理想人选-这是实施人工冲浪礁石的先前未探索的条件。根据测试结果,使用一组变量评估礁石的性能:四个礁石替代方案,三个水位,五个入射波方向以及最多七个入射波高度。总共进行了361次测试。尽管这些测试是特定于Orewa海滩的,但它们的通用性足以构成成功实施珊瑚礁的准则的基础。使用六个参数评估3-D测试的结果,以评估改善的海岸线保护和改善的冲浪条件。波浪高度衰减主要在紧靠礁石岸边的泻湖区域实现。离海岸线较近,波高衰减受到限制,并且仅在少量测试中发生。人们发现,人造冲浪礁可以改善冲浪的形状(相对于大小)。实现了有利的波峰前陡度值,伊里巴伦数和剥离角,并显示出在现有条件下的显着改善。在珊瑚礁位置未始终记录到明显的波高放大。

著录项

  • 作者

    Tranmer, Michael C. W.;

  • 作者单位

    Queen's University (Canada).;

  • 授予单位 Queen's University (Canada).;
  • 学科 Engineering Marine and Ocean.
  • 学位 M.Sc.Eng.
  • 年度 2007
  • 页码 197 p.
  • 总页数 197
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 海洋工程;
  • 关键词

  • 入库时间 2022-08-17 11:39:35

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