Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas
In this work a fast computational particles tracer model is developed based on Particle-In-Cell method to estimate the sediment transport in the access zone of a river port area. To apply the particles tracer method, first it is necessary to calculate the hydrodynamic fields of the study zone to det...
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Series: | Mathematical Problems in Engineering |
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doaj-d942e7a1314845fcbb5accbc2c283c7b2020-11-25T01:02:34ZengHindawi LimitedMathematical Problems in Engineering1024-123X1563-51472017-01-01201710.1155/2017/16792571679257Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River AreasIsrael E. Herrera-Díaz0Franklin M. Torres-Bejarano1Jatziri Y. Moreno-Martínez2C. Rodriguez-Cuevas3C. Couder-Castañeda4Department of Agroindustrial Engineering, University of Guanajuato, 38140 Celaya, Salvatierra, GTO, MexicoEnvironmental Engineering Department, Universidad de Córdoba, Carrera 6 No. 76-103, 230002 Montería, ColombiaDepartment of Agroindustrial Engineering, University of Guanajuato, 38140 Celaya, Salvatierra, GTO, MexicoFaculty of Engineering, Autonomous University of San Luis Potosí, 78290 San Luis Potosí, SLP, MexicoInstituto Politécnico Nacional, Centro de Desarrollo Aeroespacial, Belisario Domínguez 22, 06010 Ciudad de México, MexicoIn this work a fast computational particles tracer model is developed based on Particle-In-Cell method to estimate the sediment transport in the access zone of a river port area. To apply the particles tracer method, first it is necessary to calculate the hydrodynamic fields of the study zone to determine the velocity fields in the three directions. The particle transport is governed mainly by the velocity fields and the turbulent dispersion. The mechanisms of dispersion and resuspension of particles are based in stochastic models, which describes the movement through a probability function. The developed code was validated using two well known cases with a discrete transformation obtaining a max relative error around 4.8% in both cases. The simulations were carried out with 350,000 particles allowing us to determine under certain circumstances different hydrodynamic scenarios where the zones are susceptible to present erosion and siltation at the entrance of the port.http://dx.doi.org/10.1155/2017/1679257 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Israel E. Herrera-Díaz Franklin M. Torres-Bejarano Jatziri Y. Moreno-Martínez C. Rodriguez-Cuevas C. Couder-Castañeda |
spellingShingle |
Israel E. Herrera-Díaz Franklin M. Torres-Bejarano Jatziri Y. Moreno-Martínez C. Rodriguez-Cuevas C. Couder-Castañeda Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas Mathematical Problems in Engineering |
author_facet |
Israel E. Herrera-Díaz Franklin M. Torres-Bejarano Jatziri Y. Moreno-Martínez C. Rodriguez-Cuevas C. Couder-Castañeda |
author_sort |
Israel E. Herrera-Díaz |
title |
Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas |
title_short |
Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas |
title_full |
Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas |
title_fullStr |
Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas |
title_full_unstemmed |
Light Particle Tracking Model for Simulating Bed Sediment Transport Load in River Areas |
title_sort |
light particle tracking model for simulating bed sediment transport load in river areas |
publisher |
Hindawi Limited |
series |
Mathematical Problems in Engineering |
issn |
1024-123X 1563-5147 |
publishDate |
2017-01-01 |
description |
In this work a fast computational particles tracer model is developed based on Particle-In-Cell method to estimate the sediment transport in the access zone of a river port area. To apply the particles tracer method, first it is necessary to calculate the hydrodynamic fields of the study zone to determine the velocity fields in the three directions. The particle transport is governed mainly by the velocity fields and the turbulent dispersion. The mechanisms of dispersion and resuspension of particles are based in stochastic models, which describes the movement through a probability function. The developed code was validated using two well known cases with a discrete transformation obtaining a max relative error around 4.8% in both cases. The simulations were carried out with 350,000 particles allowing us to determine under certain circumstances different hydrodynamic scenarios where the zones are susceptible to present erosion and siltation at the entrance of the port. |
url |
http://dx.doi.org/10.1155/2017/1679257 |
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