Seepage in soil from the difference of water viscosity using Geo-studio SEEP/W program

https://doi.org/10.21744/irjeis.v5n1.586

Authors

  • I Nyoman Aribudiman Engineering Doctorate Program, Civil Engineering Department, Faculty of Engineering, Udayana University, Denpasar, Bali-Indonesia
  • I Wayan Redana Lecturer in Civil Engineering Doctorate Program Engineering Department, Faculty of Engineering, Udayana University, Denpasar, Bali-Indonesia
  • Kadek Diana Harmayani Lecturer in Civil Engineering Doctorate Program Engineering Department, Faculty of Engineering, Udayana University, Denpasar, Bali-Indonesia
  • Yenni Ciawi Lecturer in Civil Engineering Doctorate Program Engineering Department, Faculty of Engineering, Udayana University, Denpasar, Bali-Indonesia

Keywords:

leach ate, saturated/unsaturated, seepage, soils, viscosity

Abstract

The soil is an important material for human life. The problem that is often encountered with soil is soil contamination due to the discharge of leachate into the soil. This research aims to observe the influence of leachate viscosity on seepage using Geo-Studio SEEP/W Program. The samples of leachate were taken from ceramic industry and from Suwung landfill site. Soil samples were silty sandy taken from Ida Bagus Oka street, Denpasar, Bali. Seepage modeling in Geo-Studio SEEP/W was conducted on silty sand condition using pure water (without leachate), leachate from ceramic industry, and leachate from Suwung Disposal Site. Seepage modeling on Geo-Studio was conducted on saturated/unsaturated condition. It was found that the leachate viscosity was different each other. The viscosity of leachate from ceramic industry was 0.01366741 N s/m2 and 0.002061309 N s/m2 from Suwung Disposal Site. Due to mixed with leachate, soil hydraulic conductivity decreased from 0.001949 cm/s to 0.0001029 cm/s. The largest discharge and velocity of seepage on silty sand material from Ida Bagus Oka street, Denpasar, obtained by using Geo-Studio SEEP/W Modeling was produced by pure water (without leachate), whereas, the smallest one produced by leachate from Suwung landfill site.

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References

Bakhshipour, Z., Asadi, A., Huat, B. B., Sridharan, A., & Kawasaki, S. (2016). Effect of acid rain on geotechnical properties of residual soils. Soils and Foundations, 56(6), 1008-1020. https://doi.org/10.1016/j.sandf.2016.11.006

Ghobadi, M. H., Abdilor, Y., & Babazadeh, R. (2014). Stabilization of clay soils using lime and effect of pH variations on shear strength parameters. Bulletin of Engineering Geology and the Environment, 73(2), 611-619. https://doi.org/10.1007/s10064-013-0563-7

Hardiyatmo, H. C. (2012). Tanah Longsor dan Erosi: Kejadian dan Penanganan.

Huang, F. X., & Lu, H. J. (2014). Experiment Study on the Atterberg Limits of Clay Contaminated by Oil. http://www.ejge.com/2014/Ppr2014.294ma.pdf

Nair A.S. & Philip G.J. (2016). Effect of pH Variation of pore fluid on The Geotechnical Properties of Fly Ash Stabilized Clay, International Journal of Science ang Research (IJSR), 5(9).

Olgun, M., & Yildiz, M. (2012). Influence of acetic acid on structural change and shear strength of clays. Iranian Journal of Science and Technology. Transactions of Civil Engineering, 36(C1), 25. http://ijstc.shirazu.ac.ir/mobile/article_643.html

Prakash, S., Chakrabarty, T., Singh, A. K., & Shahi, V. K. (2013). Polymer thin films embedded with metal nanoparticles for electrochemical biosensors applications. Biosensors and Bioelectronics, 41, 43-53. https://doi.org/10.1016/j.bios.2012.09.031

Rahman, M. M., & Nahar, T. T. (2015). Effect of pH on Shear Strength Behavior of Granular Soil. Global Journal of Research In Engineering. https://engineeringresearch.org/index.php/GJRE/article/view/1279

Reddy, P. H. P., & Sivapullaiah, P. V. (2010). Effect of alkali solution on swell behavior of soils with different mineralogy. In GeoFlorida 2010: Advances in Analysis, Modeling & Design(pp. 2692-2701). https://doi.org/10.1061/41095(365)273

Sen, P., Shah, P. P., Nativio, R., & Berger, S. L. (2016). Epigenetic mechanisms of longevity and aging. Cell, 166(4), 822-839. https://doi.org/10.1016/j.cell.2016.07.050

Spagnoli, G., Rubinos, D., Stanjek, H., Fernández-Steeger, T., Feinendegen, M., & Azzam, R. (2012). Undrained shear strength of clays as modified by pH variations. Bulletin of Engineering Geology and the Environment, 71(1), 135-148. https://doi.org/10.1007/s10064-011-0372-9

Sunil, B. M., Nayak, S., & Shrihari, S. (2006). Effect of pH on the geotechnical properties of laterite. Engineering geology, 85(1-2), 197-203. https://doi.org/10.1016/j.enggeo.2005.09.039

Tajnin, R., Abdullah, T., & Rokonuzzaman, M. D. (2014). Study on the salinity and pH and its effect on geotechnical properties of soil in south-west region of Bangladesh. International Journal of Advanced Structures and Geotechnical Engineering, 3(2), 138-147.

Van Olphen, H., & Hsu, P. H. (1978). An introduction to clay colloid chemistry. Soil Science, 126(1), 59.

Wesley, L. D. (1977). Mekanika Tanah. Badan Penerbit Pekerjaan Umum.

Yong, R. N., Mohamed, A. M. O., & Warkentin, B. P. (1992). Principles of contaminant transport in soils. Elsevier Science Publishers. https://www.cabdirect.org/cabdirect/abstract/19931974865

Yunus, N. M., Wanatowski, D., & Stace, L. R. (2011). Effect of humic acid on physical and engineering properties of lime-treated organic clay. Engineering and Technology, 59(201), 1. https://www.waset.org/publications/2800

Published

2019-01-25

How to Cite

Aribudiman, I. N., Redana, I. W., Harmayani, K. D., & Ciawi, Y. (2019). Seepage in soil from the difference of water viscosity using Geo-studio SEEP/W program. International Research Journal of Engineering, IT & Scientific Research, 5(1), 15–26. https://doi.org/10.21744/irjeis.v5n1.586

Issue

Vol. 5 No. 1: January 2019

Section

Research Articles
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