Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section

To establish a comprehensive and multifunctional coastal shelterbelt system for disaster prevention, it is crucial to deepen the understanding of the wave dissipation mechanisms by floodplain vegetation and accurately quantify the contributions of the vegetation. Existing methods for calculating wav...

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Main Authors: ZHANG Zhilin, HUANG Bensheng, LIU Da, HONG Changhong
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2024-01-01
Series:Renmin Zhujiang
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Online Access:http://www.renminzhujiang.cn/thesisDetails?columnId=76160139&Fpath=home&index=0
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author ZHANG Zhilin
HUANG Bensheng
LIU Da
HONG Changhong
author_facet ZHANG Zhilin
HUANG Bensheng
LIU Da
HONG Changhong
author_sort ZHANG Zhilin
collection DOAJ
description To establish a comprehensive and multifunctional coastal shelterbelt system for disaster prevention, it is crucial to deepen the understanding of the wave dissipation mechanisms by floodplain vegetation and accurately quantify the contributions of the vegetation. Existing methods for calculating wave height reduction by vegetation are typically based on the single vegetation condition, such as the normative method considering wave height at the end of the vegetation area and the along-track method considering wave height reduction along the belt. To verify the applicability of the wave height calculation method proposed under a condition without the levee in the specific condition where a levee exists, this paper conducts experiments on horizontal and gentle slope floodplains with sloped and composite levee cross-sections, and analyzes the problem through along-track method, normative method and simplified normative method. The results show that the reflection from the levee impairs the wave dissipation by floodplain vegetation, proving an overestimation of the wave dissipation effect by existing theoretical calculation methods. The measured wave height behind the vegetation area is 1 to 2 times the calculated value. In conditions where vegetation effectively dissipates waves, the wave height reduction results obtained from the above three methods are similar; the normative method and the along-track method results are closer to the measured values when the vegetation area is relatively narrow or the vegetation is submerged. In practical applications, different methods can be selected to calculate the wave height reduction effect by vegetation, with a safety factor considered. The results can provide scientific support for the planning and design of floodplain vegetation for ecological levees and the design of levee cross-sections.
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id doaj-art-7fc2931cf233429fa0bd48b0782a2e88
institution Kabale University
issn 1001-9235
language zho
publishDate 2024-01-01
publisher Editorial Office of Pearl River
record_format Article
series Renmin Zhujiang
spelling doaj-art-7fc2931cf233429fa0bd48b0782a2e882025-01-15T03:02:07ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352024-01-011976160139Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-sectionZHANG ZhilinHUANG BenshengLIU DaHONG ChanghongTo establish a comprehensive and multifunctional coastal shelterbelt system for disaster prevention, it is crucial to deepen the understanding of the wave dissipation mechanisms by floodplain vegetation and accurately quantify the contributions of the vegetation. Existing methods for calculating wave height reduction by vegetation are typically based on the single vegetation condition, such as the normative method considering wave height at the end of the vegetation area and the along-track method considering wave height reduction along the belt. To verify the applicability of the wave height calculation method proposed under a condition without the levee in the specific condition where a levee exists, this paper conducts experiments on horizontal and gentle slope floodplains with sloped and composite levee cross-sections, and analyzes the problem through along-track method, normative method and simplified normative method. The results show that the reflection from the levee impairs the wave dissipation by floodplain vegetation, proving an overestimation of the wave dissipation effect by existing theoretical calculation methods. The measured wave height behind the vegetation area is 1 to 2 times the calculated value. In conditions where vegetation effectively dissipates waves, the wave height reduction results obtained from the above three methods are similar; the normative method and the along-track method results are closer to the measured values when the vegetation area is relatively narrow or the vegetation is submerged. In practical applications, different methods can be selected to calculate the wave height reduction effect by vegetation, with a safety factor considered. The results can provide scientific support for the planning and design of floodplain vegetation for ecological levees and the design of levee cross-sections.http://www.renminzhujiang.cn/thesisDetails?columnId=76160139&Fpath=home&index=0wave dissipation by vegetationwave heightcalculation methodlevee cross-sectionsphysical model experiment
spellingShingle ZHANG Zhilin
HUANG Bensheng
LIU Da
HONG Changhong
Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section
Renmin Zhujiang
wave dissipation by vegetation
wave height
calculation method
levee cross-sections
physical model experiment
title Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section
title_full Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section
title_fullStr Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section
title_full_unstemmed Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section
title_short Wave Dissipation Characteristics of Floodplain Vegetation on Levee Cross-section
title_sort wave dissipation characteristics of floodplain vegetation on levee cross section
topic wave dissipation by vegetation
wave height
calculation method
levee cross-sections
physical model experiment
url http://www.renminzhujiang.cn/thesisDetails?columnId=76160139&Fpath=home&index=0
work_keys_str_mv AT zhangzhilin wavedissipationcharacteristicsoffloodplainvegetationonleveecrosssection
AT huangbensheng wavedissipationcharacteristicsoffloodplainvegetationonleveecrosssection
AT liuda wavedissipationcharacteristicsoffloodplainvegetationonleveecrosssection
AT hongchanghong wavedissipationcharacteristicsoffloodplainvegetationonleveecrosssection