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Seepage Analysis of Mahananda Earthen Embankment at Chapai Nawabganj in Bangladesh

Received: 24 January 2017     Accepted: 16 February 2017     Published: 25 March 2017
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Abstract

Embankments are structures that are used especially for water storage, energy production, and irrigation. The type of embankment depends on the purpose of storm water to be used such as detention and retention, ground water recharge, surface water harvesting, flood control etc. and the available soil material for construction. Broadly, two type of embankment can be assumed, namely, homogenous embankment and zoned embankment. In this study, seepage through an earthen embankment’s body is investigated using analytical and computer approach. Seepage is investigated since seepage both in the embankment’s body and under the foundation adversely affects embankment’s stability. This study specifically investigated seepage in embankment’s body. Mahananda embankment is a homogeneous earthen embankment built on the impervious foundation. In the line of the purpose of this research, the seepage rate in an earthen embankment is estimated by Geo-Studio software (SEEP/W). Soil parameters such as soil type, Atterberg limits, moisture content (w) and unit weight of soil (γ), hydraulic conductivity (k) have been determined using field and lab experiments. Dimensional analysis was used with helping of the theoretical results to develop an empirical equation in order to determine the quantity of seepage through homogenous earthen embankment without filter resting on impervious base. Also, Verify the SEEP/W results with an artificial model and compare with analytical methods.

Published in American Journal of Engineering and Technology Management (Volume 2, Issue 1)
DOI 10.11648/j.ajetm.20170201.11
Page(s) 1-6
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), 2017. Published by Science Publishing Group

Keywords

Hydraulic Conductivity, Seepage Analysis, Analytical Method, Geo-Studio Softwar

References
[1] Das, M. B. (1995) “Principle of Foundation Engineering” 4th edition, PWS Publishing Company, Boston.
[2] Das, M. B. (1998) “Principle of Geotechnical Engineering” 4th edition, PWS Publishing crop, USA.
[3] Santosh Kumar Garg (1976) “Irrigation Engineering and Hydraulic Structures” 21st revised edition, Khanna Publishers, New Delhi.
[4] ASTM (1989), “Annual Book of ASTM Standards”, Volume 04.08, Soil and Rock, Building Stones; Geotextiles.
[5] Kalkani, E. C. 1997. “Geological Conditions, Seepage Grouting, and Evaluation of Piezometer Measurements in the Abutments of an Earth Dam”, Engineering Geology. Vol. 46, pp. 93-104.
[6] Punmia B. C. (2001) "Soil Mechanics & Foundation", Laxmi Publication Private Limited, New Delhi.
[7] Haussmann, M. R. and McGraw-Hill (1990), Engineering principles of ground modification.
[8] Leontiev, A. and Huacasi, W., 2000. “Mathematical Programming Approach for Unconfined Seepage Flow Problem”, Engineering Analysis with Boundary Elements. Vol. 25, pp. 49-56.
[9] Marino, M. and Luthin, J. N., 1982. Seepage and Groundwater, (Elsevier Scientific Publishing Company, New York), pp. 107-112.
[10] Childs, E. C., and Collis-George, N., 1950. The Permeability of Porous Materials. Proceedings of the Royal Society, pp. 392-405.
[11] Green, R. E. and Corey, J. C., 1971. Calculation of Hydraulic Conductivity: A Further Evaluation of Some Predictive Methods. Soil Science Society of America Proceedings, Vol. 35, pp. 3-8.
[12] Ho, P. G., 1979. The Prediction of Hydraulic Conductivity from Soil Moisture Suction Relationship. B. Sc. Thesis, University of Saskatchewan, Saskatoon, Canada.
[13] Segerlind, L. J. 1984. Applied Finite Element Analysis. John Wiley and Sons.
[14] Terzaghi, K. and Lacroix, Y., (1964) “Mission Dam An Earth and Rockfill Dam on Highly Compressible Foundation”, Geotechnique, 14, pp. 14-50.
[15] U. S. Bureau of Reclamation, (1974) “Earth manual,” U. S. Dept. of the Interior, 810 pp.
[16] Taylor RL, Brown CB, Darcy flow solutions with a free surface, Journal of Hydraulic Division, ASCE, 1967.
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  • APA Style

    Md. Abdul Alim, Fahim Ahmed, Md. Sohidul Islam. (2017). Seepage Analysis of Mahananda Earthen Embankment at Chapai Nawabganj in Bangladesh. American Journal of Engineering and Technology Management, 2(1), 1-6. https://doi.org/10.11648/j.ajetm.20170201.11

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    ACS Style

    Md. Abdul Alim; Fahim Ahmed; Md. Sohidul Islam. Seepage Analysis of Mahananda Earthen Embankment at Chapai Nawabganj in Bangladesh. Am. J. Eng. Technol. Manag. 2017, 2(1), 1-6. doi: 10.11648/j.ajetm.20170201.11

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    AMA Style

    Md. Abdul Alim, Fahim Ahmed, Md. Sohidul Islam. Seepage Analysis of Mahananda Earthen Embankment at Chapai Nawabganj in Bangladesh. Am J Eng Technol Manag. 2017;2(1):1-6. doi: 10.11648/j.ajetm.20170201.11

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  • @article{10.11648/j.ajetm.20170201.11,
      author = {Md. Abdul Alim and Fahim Ahmed and Md. Sohidul Islam},
      title = {Seepage Analysis of Mahananda Earthen Embankment at Chapai Nawabganj in Bangladesh},
      journal = {American Journal of Engineering and Technology Management},
      volume = {2},
      number = {1},
      pages = {1-6},
      doi = {10.11648/j.ajetm.20170201.11},
      url = {https://doi.org/10.11648/j.ajetm.20170201.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajetm.20170201.11},
      abstract = {Embankments are structures that are used especially for water storage, energy production, and irrigation. The type of embankment depends on the purpose of storm water to be used such as detention and retention, ground water recharge, surface water harvesting, flood control etc. and the available soil material for construction. Broadly, two type of embankment can be assumed, namely, homogenous embankment and zoned embankment. In this study, seepage through an earthen embankment’s body is investigated using analytical and computer approach. Seepage is investigated since seepage both in the embankment’s body and under the foundation adversely affects embankment’s stability. This study specifically investigated seepage in embankment’s body. Mahananda embankment is a homogeneous earthen embankment built on the impervious foundation. In the line of the purpose of this research, the seepage rate in an earthen embankment is estimated by Geo-Studio software (SEEP/W). Soil parameters such as soil type, Atterberg limits, moisture content (w) and unit weight of soil (γ), hydraulic conductivity (k) have been determined using field and lab experiments. Dimensional analysis was used with helping of the theoretical results to develop an empirical equation in order to determine the quantity of seepage through homogenous earthen embankment without filter resting on impervious base. Also, Verify the SEEP/W results with an artificial model and compare with analytical methods.},
     year = {2017}
    }
    

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  • TY  - JOUR
    T1  - Seepage Analysis of Mahananda Earthen Embankment at Chapai Nawabganj in Bangladesh
    AU  - Md. Abdul Alim
    AU  - Fahim Ahmed
    AU  - Md. Sohidul Islam
    Y1  - 2017/03/25
    PY  - 2017
    N1  - https://doi.org/10.11648/j.ajetm.20170201.11
    DO  - 10.11648/j.ajetm.20170201.11
    T2  - American Journal of Engineering and Technology Management
    JF  - American Journal of Engineering and Technology Management
    JO  - American Journal of Engineering and Technology Management
    SP  - 1
    EP  - 6
    PB  - Science Publishing Group
    SN  - 2575-1441
    UR  - https://doi.org/10.11648/j.ajetm.20170201.11
    AB  - Embankments are structures that are used especially for water storage, energy production, and irrigation. The type of embankment depends on the purpose of storm water to be used such as detention and retention, ground water recharge, surface water harvesting, flood control etc. and the available soil material for construction. Broadly, two type of embankment can be assumed, namely, homogenous embankment and zoned embankment. In this study, seepage through an earthen embankment’s body is investigated using analytical and computer approach. Seepage is investigated since seepage both in the embankment’s body and under the foundation adversely affects embankment’s stability. This study specifically investigated seepage in embankment’s body. Mahananda embankment is a homogeneous earthen embankment built on the impervious foundation. In the line of the purpose of this research, the seepage rate in an earthen embankment is estimated by Geo-Studio software (SEEP/W). Soil parameters such as soil type, Atterberg limits, moisture content (w) and unit weight of soil (γ), hydraulic conductivity (k) have been determined using field and lab experiments. Dimensional analysis was used with helping of the theoretical results to develop an empirical equation in order to determine the quantity of seepage through homogenous earthen embankment without filter resting on impervious base. Also, Verify the SEEP/W results with an artificial model and compare with analytical methods.
    VL  - 2
    IS  - 1
    ER  - 

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Author Information
  • Department of Civil Engineering, Rajshahi University of Engineering & Technology (RUET), Rajshahi, Bangladesh

  • Department of Civil Engineering, Rajshahi University of Engineering & Technology (RUET), Rajshahi, Bangladesh

  • Department of Civil Engineering, Rajshahi University of Engineering & Technology (RUET), Rajshahi, Bangladesh

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