Simulation of Homogeneous Particle Size in Fluid Flow by Using DPM-DEM

Nurhanani A. Aziz, M. H. Zawawi, N. M. Zahari, Aizat Abas, Aqil Azman

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

The changes of shoreline profile are a natural phenomenon that occur on worldwide site and became concern of many researchers. Due to natural forces such as wind and wave of the seawater, the formation of shoreline can be changes and leads to erosion. Eventually, this work is aimed to conduct a simulation of sand sediment of 1 mm sand particles in the fluid flow of water using Discrete Particle Method-Discrete Element Method (DPM-DEM) to understanding the behavior of sand particle in the fluid flow. The simulation works reported that, the maximum velocity of 1 mm sand particle is 0.582127 m/s for every time step while the minimum velocity is varying for each time step. It is also found that, the lengthen of time will increase the possibility for the erosion to occur. The most critical area was determined through this simulation and it shows that the upper part of the sand sediment has the high risk that can leads to erosion.

Original languageEnglish
Title of host publicationWater Resources Development and Management
PublisherSpringer
Pages549-555
Number of pages7
DOIs
Publication statusPublished - 01 Jan 2020

Publication series

NameWater Resources Development and Management
ISSN (Print)1614-810X
ISSN (Electronic)2198-316X

All Science Journal Classification (ASJC) codes

  • Management, Monitoring, Policy and Law
  • Water Science and Technology
  • Environmental Engineering
  • Renewable Energy, Sustainability and the Environment

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  • Cite this

    Aziz, N. A., Zawawi, M. H., Zahari, N. M., Abas, A., & Azman, A. (2020). Simulation of Homogeneous Particle Size in Fluid Flow by Using DPM-DEM. In Water Resources Development and Management (pp. 549-555). (Water Resources Development and Management). Springer. https://doi.org/10.1007/978-981-15-1971-0_53