Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant

Euis Nurul Hidayah; Okik Hendriyanto

doi:doi:10.11648/j.ijsts.20140204.13

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Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant

Euis Nurul Hidayah, Okik Hendriyanto

Received: 20 May 2014 Accepted: 9 June 2014 Published: 20 June 2014

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Abstract

This current research used HPAs model for sedimentation process and HPAd model for disinfection process to make formulation of mathematical model of flow velocity, NFr and Nre patterns and to analyze the effect of hydrodynamic to contaminant. Transport mechanism in pollutant dispersion was analogized to pollutant transport phenomenon in river. This research aims to study mathematical models of velocity, NRe, NFr, E.coli distribution and residual chlorine patterns in baffle channel disinfection tanks based on the hydrodynamic model (HPAd Model) mathematical formulation and the suspended particles and turbidity in sedimentation tank based on the hydrodynamic model (HPAs Model). Research includes the formulation of mathematical models which results have been visualized by Mathlab, the acquisition of primary data using physical models, testing the model using Mathlab with the primary data input. The parameters flow velocity pattern (u), Reynolds numbers (NRe) and Froude numbers (NFr), but E.coli distribution and residual chlorine didn’t influenced the pattern flow velocity and Froude Number. However, pattern flow had influenced turbidity and settling floc sedimentation. Dosage and type of disinfectant and coagulant influenced the pattern of Reynold Number due to effect of acceleration and dragging flow correlated to dispersibility.

DOI	10.11648/j.ijsts.20140204.13
Published in	International Journal of Science, Technology and Society (Volume 2, Issue 4, July 2014)
Page(s)	73-77
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Sedimentation, Disinfection, Hydrodynamic, Modelling, Water

References

[1]	G Matko, T.N., Fawcett, N., Sharp, A., Stephenson, T., Recent Progress in the Numerical Modelling of Wastewater Sedimentation Tanks, Process Safety and Environmental Protection 74(B4), 1997, p. 245-258
[2]	Van der Walt, J.J., The Modelling of Water Treatment Process Tanks, Dissertation, University of Johannesburg, 2008
[3]	Tamayol, A., Firoozabadi, B., Ahmadi, G., Determination of Settling Tanks Performance Using an Eulerian-Lagrangian Method, Journal of Applied Fluid Mechanics, Vol.1, No.1, 2008, p.43-54
[4]	Razmi, A., Firoozabadi,B., Ahmadi, G., Experimental and Numerical Approach to Enlargement of Performance of Primary Settling Tanks, Journal of Applied Fluid Mechanics, Vol.2, No.1, 2009, pp.1 - 12.
[5]	Athanasia, M.G., Margaritis, K., Thodiris, D.K., Anastasios, I.Z., A CFD Methodology for the Design of Sedimentation Tanks in Potable Water Treatment, Case Study: The Influence of a Feed Flow Control Baffle, Chemical Engineering Journal Vol.140, 2008, p.110-121
[6]	Sammarraee, M.A., Chan, A., Salim, S.M., Mahabaleswar, U.S., Large-Eddy Simulations of Particle Sedimentation in a Longitudinal Sedimentation Basin of a Water Treatment Plant. Part I: Particle Settling Performance, Chemical Engineering Journal, 152, 2009, p. 307–314
[7]	Karnaningroem, Nieke, Model Matematika Hidrodinamika Penyebaran Polutan di Sungai, Disertasi Program Pasca Sarjana ITS, Surabaya, 2006
[8]	G. Ahmadi, A.B. Tamayol, B. Firoozabadi, Effect of inlet position and baffle configuration on the hydraulic performance of primary settling tanks, Journal of Hydraulic Engineering, ASCE 133-6, 2007, p.649-667
[9]	J.F. Boyle, F.I Manas, L. Donald, Hydrodynamic analysis of the mechanisms of agglomerate dispersion, Powder Technology 153 2 ,2005, p.127–133.
[10]	L. Guo, D. Zhang, D. Xu, Y. Chen, An experimental study of low concentration sludge settling velocity under turbulent condition, Water Research 43, 2009, p.2383–2390.

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APA Style

Euis Nurul Hidayah, Okik Hendriyanto. (2014). Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant. International Journal of Science, Technology and Society, 2(4), 73-77. https://doi.org/10.11648/j.ijsts.20140204.13

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ACS Style

Euis Nurul Hidayah; Okik Hendriyanto. Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant. Int. J. Sci. Technol. Soc. 2014, 2(4), 73-77. doi: 10.11648/j.ijsts.20140204.13

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AMA Style

Euis Nurul Hidayah, Okik Hendriyanto. Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant. Int J Sci Technol Soc. 2014;2(4):73-77. doi: 10.11648/j.ijsts.20140204.13

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@article{10.11648/j.ijsts.20140204.13,
  author = {Euis Nurul Hidayah and Okik Hendriyanto},
  title = {Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant},
  journal = {International Journal of Science, Technology and Society},
  volume = {2},
  number = {4},
  pages = {73-77},
  doi = {10.11648/j.ijsts.20140204.13},
  url = {https://doi.org/10.11648/j.ijsts.20140204.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijsts.20140204.13},
  abstract = {This current research used HPAs model for sedimentation process and HPAd model for disinfection process to make formulation of mathematical model of flow velocity, NFr and Nre patterns and to analyze the effect of hydrodynamic to contaminant. Transport mechanism in pollutant dispersion was analogized to pollutant transport phenomenon in river. This research aims to study mathematical models of velocity, NRe, NFr, E.coli distribution and residual chlorine patterns in baffle channel disinfection tanks based on the hydrodynamic model (HPAd Model) mathematical formulation and the suspended particles and turbidity in sedimentation tank based on the hydrodynamic model (HPAs Model). Research includes the formulation of mathematical models which results have been visualized by Mathlab, the acquisition of primary data using physical models, testing the model using Mathlab with the primary data input. The parameters flow velocity pattern (u), Reynolds numbers (NRe) and Froude numbers (NFr), but E.coli distribution and residual chlorine didn’t influenced the pattern flow velocity and Froude Number. However, pattern flow had influenced turbidity and settling floc sedimentation. Dosage and type of disinfectant and coagulant influenced the pattern of Reynold Number due to effect of acceleration and dragging flow correlated to dispersibility.},
 year = {2014}
}

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TY  - JOUR
T1  - Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant
AU  - Euis Nurul Hidayah
AU  - Okik Hendriyanto
Y1  - 2014/06/20
PY  - 2014
N1  - https://doi.org/10.11648/j.ijsts.20140204.13
DO  - 10.11648/j.ijsts.20140204.13
T2  - International Journal of Science, Technology and Society
JF  - International Journal of Science, Technology and Society
JO  - International Journal of Science, Technology and Society
SP  - 73
EP  - 77
PB  - Science Publishing Group
SN  - 2330-7420
UR  - https://doi.org/10.11648/j.ijsts.20140204.13
AB  - This current research used HPAs model for sedimentation process and HPAd model for disinfection process to make formulation of mathematical model of flow velocity, NFr and Nre patterns and to analyze the effect of hydrodynamic to contaminant. Transport mechanism in pollutant dispersion was analogized to pollutant transport phenomenon in river. This research aims to study mathematical models of velocity, NRe, NFr, E.coli distribution and residual chlorine patterns in baffle channel disinfection tanks based on the hydrodynamic model (HPAd Model) mathematical formulation and the suspended particles and turbidity in sedimentation tank based on the hydrodynamic model (HPAs Model). Research includes the formulation of mathematical models which results have been visualized by Mathlab, the acquisition of primary data using physical models, testing the model using Mathlab with the primary data input. The parameters flow velocity pattern (u), Reynolds numbers (NRe) and Froude numbers (NFr), but E.coli distribution and residual chlorine didn’t influenced the pattern flow velocity and Froude Number. However, pattern flow had influenced turbidity and settling floc sedimentation. Dosage and type of disinfectant and coagulant influenced the pattern of Reynold Number due to effect of acceleration and dragging flow correlated to dispersibility.
VL  - 2
IS  - 4
ER  -

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Author Information

Euis Nurul Hidayah

Department of Environmental Engineering UPN “Veteran” Jatim, Surabaya, Indonesia
Okik Hendriyanto

Department of Environmental Engineering UPN “Veteran” Jatim, Surabaya, Indonesia

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Plain Text BibTeX RIS

APA Style

Euis Nurul Hidayah, Okik Hendriyanto. (2014). Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant. International Journal of Science, Technology and Society, 2(4), 73-77. https://doi.org/10.11648/j.ijsts.20140204.13

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ACS Style

Euis Nurul Hidayah; Okik Hendriyanto. Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant. Int. J. Sci. Technol. Soc. 2014, 2(4), 73-77. doi: 10.11648/j.ijsts.20140204.13

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AMA Style

Euis Nurul Hidayah, Okik Hendriyanto. Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant. Int J Sci Technol Soc. 2014;2(4):73-77. doi: 10.11648/j.ijsts.20140204.13

Copy | Download

@article{10.11648/j.ijsts.20140204.13,
  author = {Euis Nurul Hidayah and Okik Hendriyanto},
  title = {Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant},
  journal = {International Journal of Science, Technology and Society},
  volume = {2},
  number = {4},
  pages = {73-77},
  doi = {10.11648/j.ijsts.20140204.13},
  url = {https://doi.org/10.11648/j.ijsts.20140204.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijsts.20140204.13},
  abstract = {This current research used HPAs model for sedimentation process and HPAd model for disinfection process to make formulation of mathematical model of flow velocity, NFr and Nre patterns and to analyze the effect of hydrodynamic to contaminant. Transport mechanism in pollutant dispersion was analogized to pollutant transport phenomenon in river. This research aims to study mathematical models of velocity, NRe, NFr, E.coli distribution and residual chlorine patterns in baffle channel disinfection tanks based on the hydrodynamic model (HPAd Model) mathematical formulation and the suspended particles and turbidity in sedimentation tank based on the hydrodynamic model (HPAs Model). Research includes the formulation of mathematical models which results have been visualized by Mathlab, the acquisition of primary data using physical models, testing the model using Mathlab with the primary data input. The parameters flow velocity pattern (u), Reynolds numbers (NRe) and Froude numbers (NFr), but E.coli distribution and residual chlorine didn’t influenced the pattern flow velocity and Froude Number. However, pattern flow had influenced turbidity and settling floc sedimentation. Dosage and type of disinfectant and coagulant influenced the pattern of Reynold Number due to effect of acceleration and dragging flow correlated to dispersibility.},
 year = {2014}
}

Copy | Download

TY  - JOUR
T1  - Hydrodynamic Model of Sedimentation and Disinfection to Predict Water Quality in Water Treatment Plant
AU  - Euis Nurul Hidayah
AU  - Okik Hendriyanto
Y1  - 2014/06/20
PY  - 2014
N1  - https://doi.org/10.11648/j.ijsts.20140204.13
DO  - 10.11648/j.ijsts.20140204.13
T2  - International Journal of Science, Technology and Society
JF  - International Journal of Science, Technology and Society
JO  - International Journal of Science, Technology and Society
SP  - 73
EP  - 77
PB  - Science Publishing Group
SN  - 2330-7420
UR  - https://doi.org/10.11648/j.ijsts.20140204.13
AB  - This current research used HPAs model for sedimentation process and HPAd model for disinfection process to make formulation of mathematical model of flow velocity, NFr and Nre patterns and to analyze the effect of hydrodynamic to contaminant. Transport mechanism in pollutant dispersion was analogized to pollutant transport phenomenon in river. This research aims to study mathematical models of velocity, NRe, NFr, E.coli distribution and residual chlorine patterns in baffle channel disinfection tanks based on the hydrodynamic model (HPAd Model) mathematical formulation and the suspended particles and turbidity in sedimentation tank based on the hydrodynamic model (HPAs Model). Research includes the formulation of mathematical models which results have been visualized by Mathlab, the acquisition of primary data using physical models, testing the model using Mathlab with the primary data input. The parameters flow velocity pattern (u), Reynolds numbers (NRe) and Froude numbers (NFr), but E.coli distribution and residual chlorine didn’t influenced the pattern flow velocity and Froude Number. However, pattern flow had influenced turbidity and settling floc sedimentation. Dosage and type of disinfectant and coagulant influenced the pattern of Reynold Number due to effect of acceleration and dragging flow correlated to dispersibility.
VL  - 2
IS  - 4
ER  -

Copy | Download