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Int. Journal of Life Sciences, 2019; 7(1): 33-42      |                   Available online, March 28, 2019

Analysis of seepage in soil from the difference of water viscosity using geo-studio seep/w program


 I Nyoman Aribudiman1, I Wayan Redana 2, Kadek Diana Harmayani2, Yenni Ciawi2

 

¹Mahasiswa Program Doktor Ilmu Teknik, Fakultas Teknik, Universitas Udayana

²Dosen Program Doktor Ilmu Teknik, Fakultas Teknik, Universitas Udayana

E-mail: n.aribudiman@gmail.com

 

Received : 28.10.2018    |   Accepted : 20.01.2019   |   Published : 28.03.2019

Soil is important material for human life.  The problem that is often encountered with soil is soil contamination due to discharge of leachate into soil. This research wants to observe the influence of leachate viscosity on seepage using Geo-Studio Seep/W Program. The samples of leachate are leachate from ceramic industry and leachate from Suwung Disposal Site. Soil samples using silty And soil from Jalan Ida Bagus Oka, Denpasar, Bali. Seepage modeling in Geo-Studio SEEP/W is conducted on silty sand condition which flowed by pure water (without leachate), leachate from ceramic industry, and leachate from Suwung Disposal Site. Seepage modeling on Geo-Studio is conducted on saturated/unsaturated condition. The results of this research obtained the leachate viscosity is different with one another, leachate from ceramic industry obtained  0.01366741 N s/m2 viscosity and 0.002061309 N s/m2 viscosity for leachate from Suwung Disposal Site. Due to mixing soil with leachate, soil hidraulic condictivity decreased. Soil hidraulic conductivity decreases from 0.001949 cm/s to 0.0001029 cm/s. The largest of seepage discharge and seepage velocity on silty sand material from Jalan Ida bagus Oka, Denpasar through Geo-Studio Seep/W Modeling is on flowed by pure water (without leachete). Besides that, the smallest of seepage discharge and seepage velocity is on flowed by leachate from Suwung Disposal Site. The influence of seepage discharge and seepage velocity change on silty sand in Jalan Ida Bagus Oka, Denpasar due to flowed of leachate from ceramic industry and leachate from Suwung Disposal Site againts pure water seepage discharge and seepage velocity are 70,573% and 5,313%.

 

Keywords: viscosity, soils, leachate, seepage, saturated/unsaturated.

 

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Editor: Dr.Arvind Chavhan

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Cite this article as:

I Nyoman Aribudiman, I Wayan Redana, Kadek Diana Harmayani, Yenni Ciawi (2019) Analysis of seepage in soil from the difference of water viscosity using geo-studio seep/w program, Int. J. of. Life Sciences, Volume 7(1): 33-42. 

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Acknowledgements

The author thanks Abergelle Agricultural Research Center for funding the research work.

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Conflicts of interest: The authors stated that no conflicts of interest.

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Copyright: © 2019 | Author(s), This is an open access article under the terms of the Creative Commons Attribution-Non-Commercial - No Derives License, which permits use and distribution in any medium, provided the original work is properly cited, the use is non-commercial and no modifications or adaptations are made.

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Anonim (2014) Peraturan Menteri Lingkungan Hidup Republik Indonesia No. 5 Tahun 2014 Tentang Baku Mutu Air Limbah.


Dogra SK & Dogra S (2008) Kimia Fisik dan Soal-Soal. Depok: Penerbit Universitas Indonesia.


Firaah SR (2015) Pemodelan Numerik Flownet Lubang Pori untuk Tanah Pasir Berlempung dengan Software Geo-Studio Seep/W. Diakses April 10, 2017, dari Respository.unhas.ac.id


Ghobadi MH, Abdilor Y, Baba Zadeh R (2013) Stabilization of clay soils using lime and effect of pH variations on shear strength parameter, Springer.


Hardiyatmo HC (2012) Mekanika Tanah I. Yogyakarta: Gajah Mada University Press.


Huang F, Lu H (2014) Experiment Study on the Atterberg Limits of Clay Contaminated by Oil”, EJGE, Vol. 19.


Ishibashi I & Hazarika H (2015) Soil Mechanics Fundamentals and Applications .6000 Boken Sound Park Way NW: CrC Press.


Nair AS, Philip GJ (2016) Effect of pH Variation of pore fluid on The Geotechnical Properties  of Fly Ash Stabilized Clay, International Journal of Science ang Research (IJSR), Volume 5 issue 9.


Olgun M, Yildiz M (2012) Influence of acetic acid on structural change and shear strength of clays”, Transactions of Civil Engineering, IJST Vol. 36, pp 25-38.


Prakash S, Arumairaj PD (2013) Effects of Acid and Base Contamination on Geotechnical roperties of Clay, IJSR.


Rahman MM, Nahar TT (2015) Effect of PH on Shear Strength Behavior of Granular Soil. Global Journal of Researches in Engineering, USA.


Reddy PHP, Sivapullaiah PV (2010) Effect of Alkali Solution on Swell Behavior of Soils with Different Mineralogy. ASCE, Geoflorida, edvances in Analysis, Modeling and Design.


Sen P et al. (2016) Effect of Chemicals on Index Properties of Soil, International Journal of Engineering Research and General Science Volume 4, Issue 1.


Shirley LH (2000) Penuntun Praktis Geoteknik dan Mekanika Tanah (Penyelidikan Lapangan dan Laboratorium), Nova, Bandung.


Soedarmo Djatmiko, Ir. Dan Purnomo, Edy, Ir.. (1997) Mekanika Tanah 1, Cetakan 1, Penerbit Kanisius, Yogyakarta.


Spagnoli G (2012) Undrained Shear Strength of Clays as Modified by pH Variations, Springer, Bull Eng Geol Environ, 71:135–148.


Sugiharto (1987) Dasar-dasar Pengelolaan Air Limbah, Universitas Indonesia, Jakarta


Sunil B, Nayak S, Shrihari S (2006) Effect of PH on geotechnical properties of. Laterite. Eng. Geol. 85 (1), 197-203.


Tajnin R et al. (2014) Study on The Salinity and pH and its Effect on Geotechnical Properties of Soil in South-West Region of Bangladesh. International journal of Advand Structures and Geothechnical Engineering ISSN 2319-5347, Vol. 03, No. 02.


Van Olphen, H, Hsu PH (1978) An Introduction to clay colloid chemistry, Soil Sci. 126 (1), 59.


Veenstra (1995) Wastewater Treatment International Institute for Infrastructural Hydraulic and Environmental Enginnering (IHE). Delf. Netherland


Wesley LD (1977) Mekanika Tanah, Cetakan IV, Badan Penerbit Pekerjaan Umum, Jakarta.

Yong RN, Mohamed AMO and Warkentin BP (1992) Principles of contaminant transport in soils, elsevier, Amterdam.


Yunus NZM et al. (2011) Effect of Humic Acid on Physical and Engineering Properties of Lime-reated Organic Clay, IJBBAFBE,Vol:5, No:11.


Zaenab Bakhshipour et al. (2016) Effect of acid rain on geotechnical properties of residual soils, jounal elsivier, Soil and Foundation.


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