Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)

Dams; Engineering research; Erosion; Fluid dynamics; River control; Rivers; Water levels; Laboratory experiments; Real case; River bed; Sarawak; Smooth particle hydrodynamics; Study areas; Three dimensional (3-D) modeling; Hydrodynamics

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Main Authors: Zainol M.R.R.M.A., Kamaruddin M.A., Zawawi M.H., Wahab K.A.
Other Authors: 57193313971
Format: Conference Paper
Published: Institute of Physics Publishing 2023
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Institution: Universiti Tenaga Nasional
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spelling my.uniten.dspace-230412023-05-29T14:37:33Z Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH) Zainol M.R.R.M.A. Kamaruddin M.A. Zawawi M.H. Wahab K.A. 57193313971 44361188400 39162217600 57212779098 Dams; Engineering research; Erosion; Fluid dynamics; River control; Rivers; Water levels; Laboratory experiments; Real case; River bed; Sarawak; Smooth particle hydrodynamics; Study areas; Three dimensional (3-D) modeling; Hydrodynamics Smooth Particle Hydrodynamic is the three-dimensional (3D) model. In this research work, three cases and one validation have been simulate using DualSPHysics. Study area of this research work was at Sarawak Barrage. The cases have different water level at the downstream. This study actually to simulate riverbed erosion and scouring properties by using multi-phases cases which use sand as sediment and water. The velocity and the scouring profile have been recorded as the result and shown in the result chapter. The result of the validation is acceptable where the scouring profile and the velocity were slightly different between laboratory experiment and simulation. Hence, it can be concluded that the simulation by using SPH can be used as the alternative to simulate the real cases. � Published under licence by IOP Publishing Ltd. Final 2023-05-29T06:37:33Z 2023-05-29T06:37:33Z 2017 Conference Paper 10.1088/1757-899X/267/1/012010 2-s2.0-85037745670 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85037745670&doi=10.1088%2f1757-899X%2f267%2f1%2f012010&partnerID=40&md5=f2a57ac4dd608c2479bfaf70349a3426 https://irepository.uniten.edu.my/handle/123456789/23041 267 1 12010 All Open Access, Bronze Institute of Physics Publishing 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/
description Dams; Engineering research; Erosion; Fluid dynamics; River control; Rivers; Water levels; Laboratory experiments; Real case; River bed; Sarawak; Smooth particle hydrodynamics; Study areas; Three dimensional (3-D) modeling; Hydrodynamics
author2 57193313971
author_facet 57193313971
Zainol M.R.R.M.A.
Kamaruddin M.A.
Zawawi M.H.
Wahab K.A.
format Conference Paper
author Zainol M.R.R.M.A.
Kamaruddin M.A.
Zawawi M.H.
Wahab K.A.
spellingShingle Zainol M.R.R.M.A.
Kamaruddin M.A.
Zawawi M.H.
Wahab K.A.
Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)
author_sort Zainol M.R.R.M.A.
title Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)
title_short Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)
title_full Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)
title_fullStr Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)
title_full_unstemmed Numerical analysis study of sarawak barrage river bed erosion and scouring by using Smooth Particle Hydrodynamic (SPH)
title_sort numerical analysis study of sarawak barrage river bed erosion and scouring by using smooth particle hydrodynamic (sph)
publisher Institute of Physics Publishing
publishDate 2023
_version_ 1806427652751360000