Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region

The three-dimensional liquid�sediment system of a coastline was investigated using experimental and numerical approaches. A scaled-down model of the coastline was numerically studied using smooth particle hydrodynamics (SPH). The flow dynamics and the impacts of the wave frequency and the seaward sl...

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Main Authors: Zawawi M.H., Arizan M.A.B.M., Zahari N.M., Apalowo R.K., Abas A., Itam Z.
Other Authors: 39162217600
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Published: Multidisciplinary Digital Publishing Institute (MDPI) 2024
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spelling my.uniten.dspace-340632024-10-14T11:17:49Z Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region Zawawi M.H. Arizan M.A.B.M. Zahari N.M. Apalowo R.K. Abas A. Itam Z. 39162217600 58532366900 54891672300 57195377883 56893346700 55102723400 beach erosion liquid�sediment interaction particle image velocimetry sediment transport smooth particle hydrodynamics wave breaker Flow visualization Froude number Landforms Two phase flow Velocimeters Velocity measurement Water waves Beach erosion Breaking waves Image velocimetry Liquid�sediment interaction Particle image velocimetry Particle images Slope angles Smooth particle hydrodynamics Wave breaker Wave frequencies beach erosion breaking wave fluid flow Froude number hydrodynamics particle image velocimetry sediment transport slope angle Sediment transport The three-dimensional liquid�sediment system of a coastline was investigated using experimental and numerical approaches. A scaled-down model of the coastline was numerically studied using smooth particle hydrodynamics (SPH). The flow dynamics and the impacts of the wave frequency and the seaward slope angle on the breaking wave characteristics of the two-phase liquid�sediment interaction were parametrically studied. A particle image velocimetry (PIV) experiment was conducted to validate the SPH predictions. It was found that the flow profiles obtained by the PIV and SPH are in good agreement both qualitatively and quantitatively. The maximum velocity of the fluid flow was recorded as 0.5623 m/s in the SPH simulation, but as 0.5860 m/s in the PIV experimental, with a percentage difference of 4.21%. Subsequently, it was found that the breaking wave characteristic is surging at the wave frequency range of (Formula presented.) Hz, plunging at (Formula presented.) Hz, and spilling at (Formula presented.) Hz. It was also established that at a particular Froude number, it is observed that spilling, plunging, and surging wave breakers are produced at low, mid, and high seaward slope angles, respectively. Meanwhile, increasing the Froude number increases the tendency to produce spilling or plugging breaking waves, irrespective of the slope angle. Ultimately, this study has demonstrated the presented methodology�s usefulness in investigating coastlines� liquid�sediment interaction properties. � 2023 by the authors. Final 2024-10-14T03:17:49Z 2024-10-14T03:17:49Z 2023 Article 10.3390/w15152708 2-s2.0-85167730007 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85167730007&doi=10.3390%2fw15152708&partnerID=40&md5=5209a1e2d382d519b0e1dc7068465edc https://irepository.uniten.edu.my/handle/123456789/34063 15 15 2708 All Open Access Gold Open Access Multidisciplinary Digital Publishing Institute (MDPI) Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic beach erosion
liquid�sediment interaction
particle image velocimetry
sediment transport
smooth particle hydrodynamics
wave breaker
Flow visualization
Froude number
Landforms
Two phase flow
Velocimeters
Velocity measurement
Water waves
Beach erosion
Breaking waves
Image velocimetry
Liquid�sediment interaction
Particle image velocimetry
Particle images
Slope angles
Smooth particle hydrodynamics
Wave breaker
Wave frequencies
beach erosion
breaking wave
fluid flow
Froude number
hydrodynamics
particle image velocimetry
sediment transport
slope angle
Sediment transport
spellingShingle beach erosion
liquid�sediment interaction
particle image velocimetry
sediment transport
smooth particle hydrodynamics
wave breaker
Flow visualization
Froude number
Landforms
Two phase flow
Velocimeters
Velocity measurement
Water waves
Beach erosion
Breaking waves
Image velocimetry
Liquid�sediment interaction
Particle image velocimetry
Particle images
Slope angles
Smooth particle hydrodynamics
Wave breaker
Wave frequencies
beach erosion
breaking wave
fluid flow
Froude number
hydrodynamics
particle image velocimetry
sediment transport
slope angle
Sediment transport
Zawawi M.H.
Arizan M.A.B.M.
Zahari N.M.
Apalowo R.K.
Abas A.
Itam Z.
Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region
description The three-dimensional liquid�sediment system of a coastline was investigated using experimental and numerical approaches. A scaled-down model of the coastline was numerically studied using smooth particle hydrodynamics (SPH). The flow dynamics and the impacts of the wave frequency and the seaward slope angle on the breaking wave characteristics of the two-phase liquid�sediment interaction were parametrically studied. A particle image velocimetry (PIV) experiment was conducted to validate the SPH predictions. It was found that the flow profiles obtained by the PIV and SPH are in good agreement both qualitatively and quantitatively. The maximum velocity of the fluid flow was recorded as 0.5623 m/s in the SPH simulation, but as 0.5860 m/s in the PIV experimental, with a percentage difference of 4.21%. Subsequently, it was found that the breaking wave characteristic is surging at the wave frequency range of (Formula presented.) Hz, plunging at (Formula presented.) Hz, and spilling at (Formula presented.) Hz. It was also established that at a particular Froude number, it is observed that spilling, plunging, and surging wave breakers are produced at low, mid, and high seaward slope angles, respectively. Meanwhile, increasing the Froude number increases the tendency to produce spilling or plugging breaking waves, irrespective of the slope angle. Ultimately, this study has demonstrated the presented methodology�s usefulness in investigating coastlines� liquid�sediment interaction properties. � 2023 by the authors.
author2 39162217600
author_facet 39162217600
Zawawi M.H.
Arizan M.A.B.M.
Zahari N.M.
Apalowo R.K.
Abas A.
Itam Z.
format Article
author Zawawi M.H.
Arizan M.A.B.M.
Zahari N.M.
Apalowo R.K.
Abas A.
Itam Z.
author_sort Zawawi M.H.
title Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region
title_short Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region
title_full Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region
title_fullStr Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region
title_full_unstemmed Three-Dimensional Smooth Particle Hydrodynamics Modelling of Liquid�Sediment Interaction at Coastline Region
title_sort three-dimensional smooth particle hydrodynamics modelling of liquid�sediment interaction at coastline region
publisher Multidisciplinary Digital Publishing Institute (MDPI)
publishDate 2024
_version_ 1814061039436693504
score 13.214268