Laboratory study of the effects of terrestrial coastal forests on the absorption of solitary wave force

Mirzakhani, Golnaz; Ghanbari-Adivi, Elham

doi:10.1007/s11600-023-01039-y

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Tytuł artykułu

Laboratory study of the effects of terrestrial coastal forests on the absorption of solitary wave force

Autorzy

Mirzakhani Golnaz , Ghanbari-Adivi Elham

Wybrane pełne teksty z tego czasopisma

https://www.springer.com/journal/11600

Identyfikatory

DOI

10.1007/s11600-023-01039-y

Warianty tytułu

Języki publikacji

Abstrakty

One of the beach protection techniques is using natural methods based on the coastal ecosystem. Studies show the reducing effect of forest covers on wave destruction intensity in different areas. However, it is not yet well understood how various densities of terrestrial coastal forest (TCF) affect the wave attenuation and reduce their strength. Studying the impact of various forest parameters, such as density, distance, and arrangement type on the wave force attenuation, this research measures the wave forces directly. TCF model was installed in a knife edge flume, which equipped with a load cell and an acoustic Doppler velocimeter. The experiments were performed in two staggered and parallel arrangements consisting of different densities from 12 to 273 stems per unit area. Based on obtained results, TCF had significant effects on the wave force absorption. An increase in the number of trees (density) increased TCF resistance force and the absorbed wave force. In its best, the TCF could absorb the wave force 3.76 times more than the no-TCF case. It could reduce the wave height by up to 81% at the highest density and maximum wave height. The absorbed wave force and drag coefficient rose as the number of rows of trees opposing the flow decreased and the intervals between trees were shortened. Increasing tree density from 12 to 273 stems per unit area increased the drag coefficient by the average of 61.82% for parallel and staggered arrangements, which means an average increase of 9.7% for each TCF row.

Słowa kluczowe

coastal defense drag coefficient force nature based solution terrestrial forest wave

obrona wybrzeża współczynnik oporu siła rozwiązanie oparte na naturze las lądowy fala

Wydawca

Instytut Geofizyki PAN
Springer

Czasopismo

Acta Geophysica

Rocznik

2024

Tom

Vol. 72, no. 1

Strony

449--465

Opis fizyczny

Bibliogr. 69 poz.

Twórcy

autor

Mirzakhani Golnaz

Department of Water Science Engineering, Shahrekord University, Shahrekord, Iran

autor

Ghanbari-Adivi Elham

ghanbariadivi@sku.ac.ir

Department of Water Science Engineering, Shahrekord University, Shahrekord, Iran

redaktor

Fattahi Rohollah

Department of Water Science Engineering, Shahrekord University, Shahrekord, Iran

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