Pinpointing the role of wave period in vegetation induced wave attenuation

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Kunhui Huang
  • Zhan Hu
  • Zezheng Liu
  • Maike Paul
  • Tianping Xu
  • Tomohiro Suzuki

Externe Organisationen

  • Sun Yat-Sen University
  • Ministry of Education of the People's Republic of China (MOE)
  • Flanders Hydraulics Research (FHR)
  • KU Leuven
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Aufsatznummer104568
Seitenumfang11
FachzeitschriftCoastal engineering
Jahrgang193
Frühes Online-Datum4 Juli 2024
PublikationsstatusVeröffentlicht - Okt. 2024

Abstract

Nature-based coastal protection that integrates vegetated wetlands for wave attenuation and erosion mitigation shows great potential. However, there is a lack of consensus on whether longer wave periods contribute to an increase or a reduction in the attenuation of waves in vegetated wetlands, which is primarily due to the disregard of vegetation submersion states. In the current study, we modified a classic model to pinpoint the conditional role of the period. Wave attenuation by vegetation is quantified as the product of two terms: wave decay rate and time of wave group travel through a unit length. By tracing the dynamics of these two terms, the model is in good agreement with the measurements and can well explain why wave attenuation increased with longer period (from 2 to 10 s) in submerged canopies (up to 10 times) but decreased in emergent canopies (by 75%). A maximum response period (2–10 s) was found, beyond which period has no effect on wave attenuation. Furthermore, we found that in field conditions, the variation in wave period can lead to a sharp reduction in wave dissipation. which is critical for coastal safety. For instance, a 62% decrease in wave period at Galveston Island corresponded to a 40% drop in wave dissipation. This work provides a comprehensive understanding on the role of wave period in wave dissipation by wetland vegetation, which would assist in safely implementing wetlands for coastal defence.

ASJC Scopus Sachgebiete

Zitieren

Pinpointing the role of wave period in vegetation induced wave attenuation. / Huang, Kunhui; Hu, Zhan; Liu, Zezheng et al.
in: Coastal engineering, Jahrgang 193, 104568, 10.2024.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Huang K, Hu Z, Liu Z, Paul M, Xu T, Suzuki T. Pinpointing the role of wave period in vegetation induced wave attenuation. Coastal engineering. 2024 Okt;193:104568. Epub 2024 Jul 4. doi: 10.1016/j.coastaleng.2024.104568
Huang, Kunhui ; Hu, Zhan ; Liu, Zezheng et al. / Pinpointing the role of wave period in vegetation induced wave attenuation. in: Coastal engineering. 2024 ; Jahrgang 193.
Download
@article{b6c2fba3cfb140868e85cbb207f0e13c,
title = "Pinpointing the role of wave period in vegetation induced wave attenuation",
abstract = "Nature-based coastal protection that integrates vegetated wetlands for wave attenuation and erosion mitigation shows great potential. However, there is a lack of consensus on whether longer wave periods contribute to an increase or a reduction in the attenuation of waves in vegetated wetlands, which is primarily due to the disregard of vegetation submersion states. In the current study, we modified a classic model to pinpoint the conditional role of the period. Wave attenuation by vegetation is quantified as the product of two terms: wave decay rate and time of wave group travel through a unit length. By tracing the dynamics of these two terms, the model is in good agreement with the measurements and can well explain why wave attenuation increased with longer period (from 2 to 10 s) in submerged canopies (up to 10 times) but decreased in emergent canopies (by 75%). A maximum response period (2–10 s) was found, beyond which period has no effect on wave attenuation. Furthermore, we found that in field conditions, the variation in wave period can lead to a sharp reduction in wave dissipation. which is critical for coastal safety. For instance, a 62% decrease in wave period at Galveston Island corresponded to a 40% drop in wave dissipation. This work provides a comprehensive understanding on the role of wave period in wave dissipation by wetland vegetation, which would assist in safely implementing wetlands for coastal defence.",
keywords = "Nature-based coastal protection, Vegetation, Wave attenuation, Wave period",
author = "Kunhui Huang and Zhan Hu and Zezheng Liu and Maike Paul and Tianping Xu and Tomohiro Suzuki",
note = "Publisher Copyright: {\textcopyright} 2024 Elsevier B.V.",
year = "2024",
month = oct,
doi = "10.1016/j.coastaleng.2024.104568",
language = "English",
volume = "193",
journal = "Coastal engineering",
issn = "0378-3839",
publisher = "Elsevier",

}

Download

TY - JOUR

T1 - Pinpointing the role of wave period in vegetation induced wave attenuation

AU - Huang, Kunhui

AU - Hu, Zhan

AU - Liu, Zezheng

AU - Paul, Maike

AU - Xu, Tianping

AU - Suzuki, Tomohiro

N1 - Publisher Copyright: © 2024 Elsevier B.V.

PY - 2024/10

Y1 - 2024/10

N2 - Nature-based coastal protection that integrates vegetated wetlands for wave attenuation and erosion mitigation shows great potential. However, there is a lack of consensus on whether longer wave periods contribute to an increase or a reduction in the attenuation of waves in vegetated wetlands, which is primarily due to the disregard of vegetation submersion states. In the current study, we modified a classic model to pinpoint the conditional role of the period. Wave attenuation by vegetation is quantified as the product of two terms: wave decay rate and time of wave group travel through a unit length. By tracing the dynamics of these two terms, the model is in good agreement with the measurements and can well explain why wave attenuation increased with longer period (from 2 to 10 s) in submerged canopies (up to 10 times) but decreased in emergent canopies (by 75%). A maximum response period (2–10 s) was found, beyond which period has no effect on wave attenuation. Furthermore, we found that in field conditions, the variation in wave period can lead to a sharp reduction in wave dissipation. which is critical for coastal safety. For instance, a 62% decrease in wave period at Galveston Island corresponded to a 40% drop in wave dissipation. This work provides a comprehensive understanding on the role of wave period in wave dissipation by wetland vegetation, which would assist in safely implementing wetlands for coastal defence.

AB - Nature-based coastal protection that integrates vegetated wetlands for wave attenuation and erosion mitigation shows great potential. However, there is a lack of consensus on whether longer wave periods contribute to an increase or a reduction in the attenuation of waves in vegetated wetlands, which is primarily due to the disregard of vegetation submersion states. In the current study, we modified a classic model to pinpoint the conditional role of the period. Wave attenuation by vegetation is quantified as the product of two terms: wave decay rate and time of wave group travel through a unit length. By tracing the dynamics of these two terms, the model is in good agreement with the measurements and can well explain why wave attenuation increased with longer period (from 2 to 10 s) in submerged canopies (up to 10 times) but decreased in emergent canopies (by 75%). A maximum response period (2–10 s) was found, beyond which period has no effect on wave attenuation. Furthermore, we found that in field conditions, the variation in wave period can lead to a sharp reduction in wave dissipation. which is critical for coastal safety. For instance, a 62% decrease in wave period at Galveston Island corresponded to a 40% drop in wave dissipation. This work provides a comprehensive understanding on the role of wave period in wave dissipation by wetland vegetation, which would assist in safely implementing wetlands for coastal defence.

KW - Nature-based coastal protection

KW - Vegetation

KW - Wave attenuation

KW - Wave period

UR - http://www.scopus.com/inward/record.url?scp=85198018479&partnerID=8YFLogxK

U2 - 10.1016/j.coastaleng.2024.104568

DO - 10.1016/j.coastaleng.2024.104568

M3 - Article

AN - SCOPUS:85198018479

VL - 193

JO - Coastal engineering

JF - Coastal engineering

SN - 0378-3839

M1 - 104568

ER -

Von denselben Autoren