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Model Instrument for Capillary Shock Measurement and Description of the Results

Model Instrument for Capillary Shock Measurement and Description of the Results
	© 2022 by IJETT Journal
	Volume-70 Issue-9
	Year of Publication : 2022
	Authors : Darwis Panguriseng, Abd. Rakhim Nanda, Luthfi Hair Djunur
	DOI : 10.14445/22315381/IJETT-V70I9P221

How to Cite?

Darwis Panguriseng, Abd. Rakhim Nanda, Luthfi Hair Djunur, "Model Instrument for Capillary Shock Measurement and Description of the Results" International Journal of Engineering Trends and Technology, vol. 70, no. 9, pp. 207-213, 2022. Crossref, https://doi.org/10.14445/22315381/IJETT-V70I9P221

Abstract
The idea to conduct a study that can measure the capillary shock parameter in the laboratory started from the research team's observations when researching the impact of groundwater pumping on agricultural irrigation and groundwater conservation efforts in Takalar Regency. Researchers found a strange phenomenon in the existence of phreatic groundwater at the beginning of the rainy season. This odd phenomenon is a drastic drop in the groundwater level (phreatic) from the first rain until the fourth or fifth rain. This phenomenon by the research team is termed "capillary shock". The aims of this study are: (1) To describe the relationship between capillary shock parameters and soil media parameters; (2) To describe the relationship between capillary shock parameters and rainfall parameters; (3) To describe the elements of the capillary shock parameters. The stages of implementing this research include: (1) Instrumentation design; (2) Experiment/Instrument Validation; (3) Revision/Improvement of Instruments; (4) Experimental model using granular soil samples, and continued at the Experiment Model stage using finer soil samples.

Keywords
Capillary shock, Fine soil, Granular soil, Model instruments, Rainy season.

Reference
[1] Bambang Triatmodjo, Applied Hydrology. Yogyakarta: Beta Offset, 2010.
[2] Darwis Et Al, “Groundwater Level and Salinity Degradation in Farm Land Through Groundwater Pumping Irrigation System in Coastal Area of Takalar Regency,” Modern Applied Science, Vol.8, No.4, pp.246 – 253, 2014.
[3] K.Saroja Rani, P.V.V.Satyanarayana, "Role of Engineering Properties in Prediciting Collapisble Behaviour of Red Soils," SSRG International Journal of Civil Engineering, vol. 5, no. 12, pp. 17-21, 2018. Crossref, https://doi.org/10.14445/23488352/IJCEV5I12P103.
[4] Darwis Et Al. “Capillary Shock Phenomenon of Groundwater at the Beginning of Rainy Season,” International Journal on Advanced Science, Engineering and Information Technology (IJASEIT), vol. 8, no. 3, pp. 685 – 693, 2018.
[5] Ch.Vijaya Kumar, P.V.V Satyanarayana, B.Satyanarayana, "Prediction of Compaction Characteristics Gradation and Plasticity Characteristics of Red Soil," SSRG International Journal of Civil Engineering, vol. 5, no. 12, pp. 22-26, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I12P104.
[6] Darwis Et Al, “Shallow Groundwater Conservation Based Empowerment and Its Influence Factors By Groundwater User Farmers in Takalar Regency,” Hydrology Current Research, vol. 6, no. 1, pp.1-6, 2015.
[7] Ch.Vijaya Kumar, P.V.V Satyanarayana, B.Satyanarayana, "Prediction of Compaction Characteristics Gradation and Plasticity Characteristics of Red Soil," SSRG International Journal of Civil Engineering, vol. 5, no. 12, pp. 22-26, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I12P104.
[8] Darwis, “Extension About the Groundwater Conservation and Its Influence on Farmers Knowledge and Attitude in Takalar, Indonesia,” International Journal of Management, Information Technology and Engineering, vol. 6, no. 5, pp. 1-10, 2018.
[9] Dr. Zaid Hmaeed Majeed, Mrs Zahraa Jabbar Hussein, Eng. Rawaa Jabbar Hussein, Dr. Mohd Raihan Taha, "The Analysis of Geotechnical Properties of Soils Improved By Different Nanomaterials," SSRG International Journal of Civil Engineering, vol. 4, no. 2, pp. 7-19, 2017. Crossref, https://doi.org/10.14445/23488352/Ijce-V4i2p102.
[10] Darwis, “System of Infiltration Pipe (Ip-System) as Artificial Rechange for Land With Semi-Permeable Layer of Top Soils,” International Journal of Research in Engineering & Technology, vol. 6, no. 5, pp. 23-36, 2018.
[11] S. Muthu Lakshmi, M. Ragapriya, K. Sindhoora, N. Udhayatharini, "Establishment of Correlation Between CBR and Resilient Modulus of Subgrade," SSRG International Journal of Civil Engineering, vol. 6, no. 5, pp. 44-49, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I5P107.
[12] Hanafiah. K. A, “Fundamentals of Soil Science,” King Grafindo Persada, Jakarta, 2005.
[13] Hardjowigeno, S., “Soil Science,” Pressindo Academic Publisher : Jakarta, 1992.
[14] Bhuvanesh Gawad, Swati Dhurve, Hitesh Vanmali, Mayuresh Patil, "Study of Soil Biotechnology for Waste Water Treatment," SSRG International Journal of Civil Engineering, vol. 7, no. 3, pp. 8-12, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I3P103.
[15] Holtz and Kovacs, “An Introduction to Geotechnical Engineering,” Printice Hall., 1981.
[16] Karl Terzaghi & Ralph B. Peck, “Soil Mechanics in Engineering Practice,” John Wiley & Sons Inc., 2nd Edition, 1967.