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Modelling and Simulation of Partial Deposition of Ionic Content in Silty Clay at Igwuruta Area of Rivers State

Received: 26 October 2016    Accepted: 24 February 2017    Published: 28 March 2017
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Abstract

In this research work investigates the deposition of ionic content in silty clay penetrating unconfined bed. The study monitored partial deposition of ionic content in silty clay to penetrating unconfined bed. Several experts have worked on the transport process of ionic content, but thorough evaluation has not been done to monitor the behaviour of ionic content applying the conceptual frame work. The study has generated data on the rate of ionic content concentration penetrating unconfined deposition. Predicted and experimental results from model validation show decreasing concentration with respect to change in depths, higher concentrations were observed at the impermeable depositions found between 3 and 12 metres, while decrease was experienced from 15 to 40 metres. The generated values were from the simulation produced from the developed model. The study is imperative because the developed model can generate better results applying this type of mathematical techniques for ionic transport penetrating unconfined bed through thorough evaluation in the study area. This conceptualized approach is to monitor ionic transport in soil and water environment.

Published in Engineering Science (Volume 2, Issue 2)
DOI 10.11648/j.es.20170202.12
Page(s) 37-44
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

Modelling and Simulation, Ionic Content, Partially Deposition, Silty Clay

References
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[2] Casagrande, C., R. F Alleoni, (2001), Camergo and A. Arnone,. Ionic strength and pH influence on Zn adsorption in a variable change soil. In: Proceedings. 6th International conference on the biogeo Chemistry of trace elements. Guelph.
[3] Carrillo-Gongaley and Rowell. (2001). Metal displacement through a sandy soil; Effect of organic matter content. In: Proceedings. 6th International conference on the biogeo chemistry of trace elements; Guelph.
[4] Naidu. R. and R. Harter. (1998). The role of metal organic complexes on metal sorption by soils. Adv. Agron. 55: 219-263.
[5] Karthanasis, A. D. (2001). Mineral controls in colloid mediated transport of metals in sub surface environments. In: Proc. 6th International conference on biogeochemistry of trace elements Guelph.
[6] Raven, K. P. and R. H. Laeppert. (1997). Trace element composition of fertilizer and soil amendments. J. Environ. Qual. 26: 551-557.
[7] Yu-Ling-Wei and Yu Ling Huang. (1998). Behaviour of sequential extraction of lead from thermally treated lead (II) Doped Alumina J. Environ. Qual. 27: 343-348.
[8] SebastienSauve, Murray McBride and William Hendershot. (1998). Soil solution speciation of lead (II) effects of organic matterand pH. Soil Sci. Soc. Am. J. 62: 618-621.
[9] Michel J. Mench, Valerie L. Didier, Monika Loffles, Alain Gomey, and Pierre Masson.(1994). A minricked in-situ remediationstudy of metal contaminated soils with emphasis on cadmiumand lead. J. Environ. Qual. 23: 58-63.
[10] Thompson Jacob, Jaya paulAzariah, Paul Appasamy and GunnarJacks. (1995). Impact of textile industries on the groundwater quality of Tirupur. In: Proceedings of 4th Nationalsymposium on Environment, Madras, February.
[11] Friesl, W; E. Lombi; O. Horak and W. W. Wenzel. (2001). Amendments to reduce trace elements mobility. In: Proceedings 6th International conference on the biogeochemistry of trace elements; Guelph.
[12] Khan. S., N. N. Khan and Iqbal. N. (1991). Studies on the effects ofsome organic pollutants on the heavy metal transport in anIndian Soil Environmental Pollution. 70: 2, 109-115.
[13] Khattak, R. A., and A. L. Page. (1992). Mechanism of manganeseadsorption on soil constituents. 383-400. In D. C. Adrian(ed.) Biogeochemistry of trace metals. Lewis Publ., BocaRaton, FL.
[14] Chideshwari, T. (1999). Studies on the sewage biosolid composts andtheir effect on soil and crops. Ph. D thesis submitted toDepartment of Soil Science and Agricultural Chemistry, TNAU, Coimbatore.
[15] Sherene T. (2010) Mobility and transport of heavy metals in polluted soil environmentBiological Forum — An International Journal, 2 (2): 112-121
[16] Ezeilo, F. E.(2014): Optimizing the location of Multiple Waste Discharge Points in Natural Streams. Ph. D Thesis Submitted to the Department of Civil Engineering, University of Nigeria, Nsukka.
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  • APA Style

    Ezeilo F. E., Eluozo S. N. (2017). Modelling and Simulation of Partial Deposition of Ionic Content in Silty Clay at Igwuruta Area of Rivers State. Engineering Science, 2(2), 37-44. https://doi.org/10.11648/j.es.20170202.12

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    ACS Style

    Ezeilo F. E.; Eluozo S. N. Modelling and Simulation of Partial Deposition of Ionic Content in Silty Clay at Igwuruta Area of Rivers State. Eng. Sci. 2017, 2(2), 37-44. doi: 10.11648/j.es.20170202.12

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    AMA Style

    Ezeilo F. E., Eluozo S. N. Modelling and Simulation of Partial Deposition of Ionic Content in Silty Clay at Igwuruta Area of Rivers State. Eng Sci. 2017;2(2):37-44. doi: 10.11648/j.es.20170202.12

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  • @article{10.11648/j.es.20170202.12,
      author = {Ezeilo F. E. and Eluozo S. N.},
      title = {Modelling and Simulation of Partial Deposition of Ionic Content in Silty Clay at Igwuruta Area of Rivers State},
      journal = {Engineering Science},
      volume = {2},
      number = {2},
      pages = {37-44},
      doi = {10.11648/j.es.20170202.12},
      url = {https://doi.org/10.11648/j.es.20170202.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.es.20170202.12},
      abstract = {In this research work investigates the deposition of ionic content in silty clay penetrating unconfined bed. The study monitored partial deposition of ionic content in silty clay to penetrating unconfined bed. Several experts have worked on the transport process of ionic content, but thorough evaluation has not been done to monitor the behaviour of ionic content applying the conceptual frame work. The study has generated data on the rate of ionic content concentration penetrating unconfined deposition. Predicted and experimental results from model validation show decreasing concentration with respect to change in depths, higher concentrations were observed at the impermeable depositions found between 3 and 12 metres, while decrease was experienced from 15 to 40 metres. The generated values were from the simulation produced from the developed model. The study is imperative because the developed model can generate better results applying this type of mathematical techniques for ionic transport penetrating unconfined bed through thorough evaluation in the study area. This conceptualized approach is to monitor ionic transport in soil and water environment.},
     year = {2017}
    }
    

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    T1  - Modelling and Simulation of Partial Deposition of Ionic Content in Silty Clay at Igwuruta Area of Rivers State
    AU  - Ezeilo F. E.
    AU  - Eluozo S. N.
    Y1  - 2017/03/28
    PY  - 2017
    N1  - https://doi.org/10.11648/j.es.20170202.12
    DO  - 10.11648/j.es.20170202.12
    T2  - Engineering Science
    JF  - Engineering Science
    JO  - Engineering Science
    SP  - 37
    EP  - 44
    PB  - Science Publishing Group
    SN  - 2578-9279
    UR  - https://doi.org/10.11648/j.es.20170202.12
    AB  - In this research work investigates the deposition of ionic content in silty clay penetrating unconfined bed. The study monitored partial deposition of ionic content in silty clay to penetrating unconfined bed. Several experts have worked on the transport process of ionic content, but thorough evaluation has not been done to monitor the behaviour of ionic content applying the conceptual frame work. The study has generated data on the rate of ionic content concentration penetrating unconfined deposition. Predicted and experimental results from model validation show decreasing concentration with respect to change in depths, higher concentrations were observed at the impermeable depositions found between 3 and 12 metres, while decrease was experienced from 15 to 40 metres. The generated values were from the simulation produced from the developed model. The study is imperative because the developed model can generate better results applying this type of mathematical techniques for ionic transport penetrating unconfined bed through thorough evaluation in the study area. This conceptualized approach is to monitor ionic transport in soil and water environment.
    VL  - 2
    IS  - 2
    ER  - 

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Author Information
  • Department of Civil Engineering, Rivers State University of Science and Technology, Nkpolu Oruwurokwu, Port-Harcourt, Nigeria

  • Department of Civil and Environmental Engineering, Subaka Nigeria Limited Port Harcourt, Port Harcourt, Nigeria

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