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Journal ArticleDOI

Effect of vegetation on run-up and wall pressures due to cnoidal waves

TLDR
In this article, the effect of vegetation on attenuating run-up over a plane slope of 1 : 30 due to the propagation of cnoidal waves was investigated. But the authors focused on the vertical wall fronted by two vegetation types, namely tandem and staggered vegetation.
Abstract
A comprehensive experimental investigation was carried out to understand the effect of vegetation in attenuating run-up over a plane slope of 1 : 30 due to the propagation of cnoidal waves. Two different types of vegetation configurations, namely tandem and staggered, are considered. Dynamic pressures exerted along a vertical wall fronted by these two vegetation types were measured, and the typical variation of dimensionless peak pressures for different relative depths of submergence of the pressure ports is reported as a function of dimensionless parameters involving the vegetation and wave characteristics. Further, typical results on the variation of the dimensionless peak run-up versus the surf similarity parameter only for the staggered configuration are also herein reported. Finally, the percentage reduction in wave run-up and pressures on the wall due to the presence of wall fronted by vegetation are reported.

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Citations
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Journal ArticleDOI

Effects of different forest cover configurations on reducing the solitary wave-induced total sediment transport in coastal areas: An experimental study

TL;DR: In this paper, the effects of long waves as simulated solitary waves on sediment transport to estimate the sediment transport rate in different coastal forest cover (CFC) densities were studied.
Book ChapterDOI

Effect of Emerged Coastal Vegetation on Wave Attenuation Using Open Source CFD Tool: REEF3D

TL;DR: In this paper, an artificial, rigid, emerged vegetation for a length of 2 m is developed in a numerical wave tank of REEF3D. The model is tested for regular waves of height 0.08, 0.12, and 0.16 m and wave periods of 1.8 and 2 s in a water depth of 0.45 m.
Journal ArticleDOI

A comprehensive review on structural tsunami countermeasures

TL;DR: In this paper , the authors evaluated the efficacy of hard and soft countermeasures for tsunami impacts through a comprehensive literature review and compared the performance characteristics of countermeasures and related damaging processes by in-situ observations.
Journal ArticleDOI

Analysing turbulence characteristics of flow over submerged flexible vegetated channel

TL;DR: In this article, the applicability of log law is analyzed above the vegetated canopy in a tilting flume with bed covered by artificial vegetation and arranged in a regular staggered configuration.
Journal ArticleDOI

Laboratory investigations of wave attenuation by simulated vegetation of varying densities

TL;DR: In this paper, the authors present the results of an experimental study carried out with simulated rigid submerged and emergent vegetation meadows of varying plant densities in a wave flume 50m long, 0.71m wide and 1.1m deep.
References
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Journal ArticleDOI

An investigation of breaking wave pressures on inclined walls

TL;DR: In this paper, the authors assess the influence of front wall inclination on the magnitude of breaking wave pressures and conclude that a maximum pressure of 105% can be expected for a 10° forward inclined wall.
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