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ISSN: 2637-4668

Trends in Civil Engineering and its Architecture

Research article(ISSN: 2637-4668)

Mathematical Modeling of Dispersion Coefficient and Particle Density Bacterial Influence on Campylobacter spp Transport In Surface Water Environment Volume 4 - Issue 2

Ezeilo FE1* and Eluozo SN2

  • 1Department of Civil Engineering, Rivers State University of Nkpolu Oroworukwo, Port Harcourt
  • 2Department of Civil College of Engineering, Gregory University Uturu Abia State

Received: January 04, 2021   Published: January 22, 2021

Corresponding author: Ezeilo FE, Department of Civil Engineering, Rivers State University of Nkpolu Oroworukwo, Port Harcourt, Nigeria

DOI: 10.32474/TCEIA.2021.04.000182

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Particle density bacterial and dispersions of Campylobacter deposition was monitor in surface water environment, the transport of these microbes were observed to decrease with respect to change in distance at various monitored locations, dispersion of the contaminant at initial point of discharge were examined in the study environment, this was influenced through the migration of the contaminant at various station point of discharge, it was based on the heterogeneous velocity in the surface water environment. Despite the application of one dimensional flow transport, the study experience the impact of dispersion as decrease in concentration were observed in all the figures, the spread of the contaminant are based on the velocity of flow subjecting it to fast spread of campylobacter in surface water environment, particle density bacterial influence was also examined in its different dimensions, the particle densities of the bacterial was through transient frequencies, while another was through a microfluidic channel of flow in surface water, thus the distribution of a population and its heterogeneous size particle were based on difference carrier fluids, these also affected the concentration through heterogeneous velocities of surface water flows at different station point, the decrease in the transport system were monitored based on these two predominant parameters in the simulation, the generated parameters of concentrations at different stationed point of transport ranged from 24.38700365-3.422646182, 21.54119013- 3.170336995, 23.47218199-3.56121468, 19.59794838-2.705873785, 14.78899765-1.873477905, 12.58403842-1.536910683. the study has express the behaviour of the system in terms of its rapid decrease of campylobacter based on these factors, the concentration implies that the surface water Pollution should be subjected to clean up to reduce the rate of contamination to the minimum required standard, this will definitely make the surface water environmentally friendly. The study is imperative because it has expressed the rate of these two predominant parameters that can influenced the spread and the deposition of campylobacter in surface water environment.

Keywords: Mathematical Modeling, Dispersion Coefficient Density Bacterial and Campylobacter Transport

Abstract| Introduction| Theoretical Background| Materials and Method| Results and Discussion| Conclusion| References|


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