The effect of groins characteristic on sandy beach stability

IF 2.2 Q1 MARINE & FRESHWATER BIOLOGY
E.M. Heikal, A.S. Koraim, Aya.A. Rafea, I.A. Elbagory
{"title":"The effect of groins characteristic on sandy beach stability","authors":"E.M. Heikal,&nbsp;A.S. Koraim,&nbsp;Aya.A. Rafea,&nbsp;I.A. Elbagory","doi":"10.1016/j.ejar.2023.04.005","DOIUrl":null,"url":null,"abstract":"<div><p>Groins are one of the most important facilities used to protect coastal regions. In this research, groins made from a concrete cube were tested experimentally. This research investigates the impact of groin length (Lg) of 105, 135, and 165 cm and groin angle with the normal axis of the shoreline (θ) of 0<sup>°</sup>, 10<sup>°</sup>, 20<sup>°</sup>, and 30° under different dimensionless wave numbers (khg), from 0.34 to 1.26, with the beach slope of 8:1. The units used to indicate erosion and deposition are dimensionless erosion depth (Smax/h), dimensionless deposition height (Dmax/h), and dimensionless erosion hole length (lsmax/h). The sandy bed changes and wave reflection from the groin were monitored. The results showed that the angle of 30° had more impact on beach stability than that of 0°, and more sediments were eroded by short groins than by long ones. The reflection of waves from groins was also studied as a function of the reflection coefficient (kr). As concluded, short groins reflect higher waves than long ones.</p></div>","PeriodicalId":46117,"journal":{"name":"Egyptian Journal of Aquatic Research","volume":"49 3","pages":"Pages 303-312"},"PeriodicalIF":2.2000,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Egyptian Journal of Aquatic Research","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1687428523000286","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MARINE & FRESHWATER BIOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

Groins are one of the most important facilities used to protect coastal regions. In this research, groins made from a concrete cube were tested experimentally. This research investigates the impact of groin length (Lg) of 105, 135, and 165 cm and groin angle with the normal axis of the shoreline (θ) of 0°, 10°, 20°, and 30° under different dimensionless wave numbers (khg), from 0.34 to 1.26, with the beach slope of 8:1. The units used to indicate erosion and deposition are dimensionless erosion depth (Smax/h), dimensionless deposition height (Dmax/h), and dimensionless erosion hole length (lsmax/h). The sandy bed changes and wave reflection from the groin were monitored. The results showed that the angle of 30° had more impact on beach stability than that of 0°, and more sediments were eroded by short groins than by long ones. The reflection of waves from groins was also studied as a function of the reflection coefficient (kr). As concluded, short groins reflect higher waves than long ones.

丁坝特性对沙滩稳定性的影响
Groins是用于保护沿海地区的最重要的设施之一。在这项研究中,对由混凝土立方体制成的丁坝进行了实验测试。本研究调查了在不同无量纲波数(khg)(0.34至1.26)下,105135和165cm的丁坝长度(Lg)和0°、10°、20°和30°的丁坝与海岸线法向轴的夹角(θ),以及8:1的海滩坡度的影响。用于表示侵蚀和沉积的单位为无量纲侵蚀深度(Smax/h)、无量纲沉积高度(Dmax/h)和无量纲侵蚀孔长度(lsmax/h)。监测了沙质海床的变化和腹股沟的波浪反射。结果表明,30°角对海滩稳定性的影响大于0°角,短丁坝对沉积物的侵蚀量大于长丁坝。还研究了波浪从丁坝的反射作为反射系数(kr)的函数。总之,短丁坝比长丁坝反射的波浪更高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Egyptian Journal of Aquatic Research
Egyptian Journal of Aquatic Research MARINE & FRESHWATER BIOLOGY-
CiteScore
6.80
自引率
5.70%
发文量
63
审稿时长
39 days
期刊介绍: The Egyptian Journal of Aquatic Research is published by the National Institute of Oceanography & Fisheries. The Journal isdevoted to the publication of original papers and reviews in all branches of aquatic sciences (Oceanography, Limnology, Fisheries,Aquaculture and environmental sciences)
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信