Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil

Youngshin Lee; Sanghee Shin

doi:doi:10.11648/j.ajce.20140202.13

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Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil

Youngshin Lee, Sanghee Shin

Published in American Journal of Civil Engineering (Volume 2, Issue 2)

Received: 27 February 2014 Published: 20 March 2014

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Abstract

This study was conducted to analyze the properties of deposit soil dredged from a reservoir which was processed for efficient treatment and management. Before starting this study, the physicochemical properties and the heavy metal content of the deposit soil were investigated to collect the fundamental data. In a treatment experiment proposed to use the deposit soil, the deposit soli was separated according to the particle diameter and only the cohesive soil having a diameter of 106 μm or smaller was used for plastic working after mixing it with a cross-linking agent. The dissolution experiment performed with the plastic worked deposit soil showed that the dissolution concentration was decreased as the plastic working temperature was increased. The dissolution concentration was drastically decreased especially in the 500oC to 1000oC interval of the plastic working temperature. For the future practical use, red clay was mixed with ceramic and a dissolution experiment and an experiment to calculate the saturated permeation coefficient were performed with the mixture. For the experiments, a module was prepared with the red clay to ceramic ratios of C-1 (5.3 L: red clay +ceramic=10:1), C-2 (5.3 L: red clay), and C-3 (2.65 L: ceramic, 2.65 L: red clay). Artificial sewage was injected to the module in which red clay and ceramic were mixed. The result showed that the pollutant dissolution concentration was higher when the dissolution time was longer. The pollutant dissolution concentration was in the order of C-1 > C-3 > C-2 with the C-1 as the highest. The saturated permeation coefficient showed a similar tendency with that of the pollutant dissolution concentration. The result showed that the initial pollutant dissolution concentration was low in C-2 in which only pure soil was included. As time passed, the pollutant dissolution concentration of C-1 and C-3 was decreased.

Published in	American Journal of Civil Engineering (Volume 2, Issue 2)
DOI	10.11648/j.ajce.20140202.13
Page(s)	27-34
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), 2014. Published by Science Publishing Group

Keywords

Deposit Soil, Sediment, Dissolution Concentration, Plastic, Reservoir Management

References

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[2]	G.M. Friedman (1961). Distribution between dune, beach, and river sands from their textural characteristics. Journal of Sedimentary Petrology, 31(4): 514-529.
[3]	Y. Lee, and S. Shin (2013). Effective reservoir management methods using nutrients leaching characteristic analysis: case study of the Hongdong reservoir. The Journal of Engineering Geology, 23(2): 95-104 (in Korean)
[4]	R.T. Bannerman, D.E. Armsrtong, R F. Harris, G. C. Holdren (1975). Phosphorus uptake and release by lake Ontario sediments. US EPA, EPA-600/3-75-006, pp. 1-51.
[5]	E. Calender, and D. E. Hammond (1982). Nutrient exchange across the sediment-water interface in the potomac river estuary, Estuarine. Coastal and Shelf Science, 15(4): 395-413.
[6]	A.M.H. Hieltjes, and L. Liklema (1980.) Fractionation of inorganic phosphates in calcareous sediments. Journal of Environmental Quality, 9(3):405-407.
[7]	J.D.H. Williams, J.K. Syers, R.F. Harris, and D.E. Armstrong (1971). Fractionation of inorganic phosphate in calcareous lake sediments. Soil Science Society of America Journal, 35(2): 250-255.
[8]	J. Yang, L. Chen, L. Liu, W.S hi, and X. Meng (2014). Comprehensive risk assessment of heavy metals in lake sediment from public parks in Shanghai., Ecotoxicology and Environmental Safety, 102: 129–135.
[9]	M.A.G. Darwish (2013). Geochemistry of the High Dam Lake sediments, south Egypt: implications for environmental significance.28(4): 544–559
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[11]	J.S. Khim, and S. Hong (2014). Assessment of trace pollutants in Korean coastal sediments using the triad approach: A review. Science of The Total Environment, 470–471: 1450–1462
[12]	United States Environmental Protection Agency (2013). Water Quality Standards Regulations and Federally Promulgated Standards. http://water.epa.gov/scitech/swguidance/standards/wqsregs.cfm.
[13]	Canada Environmental Protection Agency (2012). Guidelines for Canadian Drinking Water Quality, pp. 1- 22.

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APA Style

Youngshin Lee, Sanghee Shin. (2014). Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil. American Journal of Civil Engineering, 2(2), 27-34. https://doi.org/10.11648/j.ajce.20140202.13

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ACS Style

Youngshin Lee; Sanghee Shin. Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil. Am. J. Civ. Eng. 2014, 2(2), 27-34. doi: 10.11648/j.ajce.20140202.13

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AMA Style

Youngshin Lee, Sanghee Shin. Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil. Am J Civ Eng. 2014;2(2):27-34. doi: 10.11648/j.ajce.20140202.13

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@article{10.11648/j.ajce.20140202.13,
  author = {Youngshin Lee and Sanghee Shin},
  title = {Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil},
  journal = {American Journal of Civil Engineering},
  volume = {2},
  number = {2},
  pages = {27-34},
  doi = {10.11648/j.ajce.20140202.13},
  url = {https://doi.org/10.11648/j.ajce.20140202.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20140202.13},
  abstract = {This study was conducted to analyze the properties of deposit soil dredged from a reservoir which was processed for efficient treatment and management. Before starting this study, the physicochemical properties and the heavy metal content of the deposit soil were investigated to collect the fundamental data. In a treatment experiment proposed to use the deposit soil, the deposit soli was separated according to the particle diameter and only the cohesive soil having a diameter of 106 μm or smaller was used for plastic working after mixing it with a cross-linking agent. The dissolution experiment performed with the plastic worked deposit soil showed that the dissolution concentration was decreased as the plastic working temperature was increased. The dissolution concentration was drastically decreased especially in the 500oC to 1000oC interval of the plastic working temperature. For the future practical use, red clay was mixed with ceramic and a dissolution experiment and an experiment to calculate the saturated permeation coefficient were performed with the mixture. For the experiments, a module was prepared with the red clay to ceramic ratios of C-1 (5.3 L: red clay +ceramic=10:1), C-2 (5.3 L: red clay), and C-3 (2.65 L: ceramic, 2.65 L: red clay). Artificial sewage was injected to the module in which red clay and ceramic were mixed. The result showed that the pollutant dissolution concentration was higher when the dissolution time was longer. The pollutant dissolution concentration was in the order of C-1 > C-3 > C-2 with the C-1 as the highest. The saturated permeation coefficient showed a similar tendency with that of the pollutant dissolution concentration. The result showed that the initial pollutant dissolution concentration was low in C-2 in which only pure soil was included. As time passed, the pollutant dissolution concentration of C-1 and C-3 was decreased.},
 year = {2014}
}

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TY - JOUR
T1 - Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil
AU - Youngshin Lee
AU - Sanghee Shin
Y1 - 2014/03/20
PY - 2014
N1 - https://doi.org/10.11648/j.ajce.20140202.13
DO - 10.11648/j.ajce.20140202.13
T2 - American Journal of Civil Engineering
JF - American Journal of Civil Engineering
JO - American Journal of Civil Engineering
SP - 27
EP - 34
PB - Science Publishing Group
SN - 2330-8737
UR - https://doi.org/10.11648/j.ajce.20140202.13
AB - This study was conducted to analyze the properties of deposit soil dredged from a reservoir which was processed for efficient treatment and management. Before starting this study, the physicochemical properties and the heavy metal content of the deposit soil were investigated to collect the fundamental data. In a treatment experiment proposed to use the deposit soil, the deposit soli was separated according to the particle diameter and only the cohesive soil having a diameter of 106 μm or smaller was used for plastic working after mixing it with a cross-linking agent. The dissolution experiment performed with the plastic worked deposit soil showed that the dissolution concentration was decreased as the plastic working temperature was increased. The dissolution concentration was drastically decreased especially in the 500oC to 1000oC interval of the plastic working temperature. For the future practical use, red clay was mixed with ceramic and a dissolution experiment and an experiment to calculate the saturated permeation coefficient were performed with the mixture. For the experiments, a module was prepared with the red clay to ceramic ratios of C-1 (5.3 L: red clay +ceramic=10:1), C-2 (5.3 L: red clay), and C-3 (2.65 L: ceramic, 2.65 L: red clay). Artificial sewage was injected to the module in which red clay and ceramic were mixed. The result showed that the pollutant dissolution concentration was higher when the dissolution time was longer. The pollutant dissolution concentration was in the order of C-1 > C-3 > C-2 with the C-1 as the highest. The saturated permeation coefficient showed a similar tendency with that of the pollutant dissolution concentration. The result showed that the initial pollutant dissolution concentration was low in C-2 in which only pure soil was included. As time passed, the pollutant dissolution concentration of C-1 and C-3 was decreased.
VL - 2
IS - 2
ER -

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Author Information

Youngshin Lee

Department of Environmental Engineering, Hanseo University, Seosan, Republic of Korea
Sanghee Shin

Geotechnical Engineering Research Division, Korea Institute of Construction Technology, Goyang, Republic of Korea

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APA Style

Youngshin Lee, Sanghee Shin. (2014). Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil. American Journal of Civil Engineering, 2(2), 27-34. https://doi.org/10.11648/j.ajce.20140202.13

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ACS Style

Youngshin Lee; Sanghee Shin. Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil. Am. J. Civ. Eng. 2014, 2(2), 27-34. doi: 10.11648/j.ajce.20140202.13

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AMA Style

Youngshin Lee, Sanghee Shin. Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil. Am J Civ Eng. 2014;2(2):27-34. doi: 10.11648/j.ajce.20140202.13

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@article{10.11648/j.ajce.20140202.13,
  author = {Youngshin Lee and Sanghee Shin},
  title = {Analysis of Physicochemical Properties for Treatment of Dredged Deposit Soil},
  journal = {American Journal of Civil Engineering},
  volume = {2},
  number = {2},
  pages = {27-34},
  doi = {10.11648/j.ajce.20140202.13},
  url = {https://doi.org/10.11648/j.ajce.20140202.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20140202.13},
  abstract = {This study was conducted to analyze the properties of deposit soil dredged from a reservoir which was processed for efficient treatment and management. Before starting this study, the physicochemical properties and the heavy metal content of the deposit soil were investigated to collect the fundamental data. In a treatment experiment proposed to use the deposit soil, the deposit soli was separated according to the particle diameter and only the cohesive soil having a diameter of 106 μm or smaller was used for plastic working after mixing it with a cross-linking agent. The dissolution experiment performed with the plastic worked deposit soil showed that the dissolution concentration was decreased as the plastic working temperature was increased. The dissolution concentration was drastically decreased especially in the 500oC to 1000oC interval of the plastic working temperature. For the future practical use, red clay was mixed with ceramic and a dissolution experiment and an experiment to calculate the saturated permeation coefficient were performed with the mixture. For the experiments, a module was prepared with the red clay to ceramic ratios of C-1 (5.3 L: red clay +ceramic=10:1), C-2 (5.3 L: red clay), and C-3 (2.65 L: ceramic, 2.65 L: red clay). Artificial sewage was injected to the module in which red clay and ceramic were mixed. The result showed that the pollutant dissolution concentration was higher when the dissolution time was longer. The pollutant dissolution concentration was in the order of C-1 > C-3 > C-2 with the C-1 as the highest. The saturated permeation coefficient showed a similar tendency with that of the pollutant dissolution concentration. The result showed that the initial pollutant dissolution concentration was low in C-2 in which only pure soil was included. As time passed, the pollutant dissolution concentration of C-1 and C-3 was decreased.},
 year = {2014}
}

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