Analysis of the Effect of Rainfall Intensity on Capillary Shock Time and Capillary Shock Height in Fine-Grain Soil Layers
Analysis of the Effect of Rainfall Intensity on Capillary Shock Time and Capillary Shock Height in Fine-Grain Soil Layers |
||
|
||
© 2023 by IJETT Journal | ||
Volume-71 Issue-2 |
||
Year of Publication : 2023 | ||
Author : Darwis Panguriseng, Syahrul Sariman |
||
DOI : 10.14445/22315381/IJETT-V71I2P211 |
How to Cite?
Darwis Panguriseng, Syahrul Sariman, "Analysis of the Effect of Rainfall Intensity on Capillary Shock Time and Capillary Shock Height in Fine-Grain Soil Layers," International Journal of Engineering Trends and Technology, vol. 71, no. 2, pp. 89-97, 2023. Crossref, https://doi.org/10.14445/22315381/IJETT-V71I2P211
Abstract
After first successfully validating the capillary shock test model that the research team specifically designed, the
research continued by using media of fine-grained soil types. This test was carried out with the aim of analyzing the extent of
the influence of the rainfall intensity parameter on the capillary shock parameter. In addition, the use of fine-grained soil was
chosen as a simulation medium to observe the capillary shock process because we wanted to know the relationship between
soil particle size and the capillary shock parameters that occurred. There are 3 variations of rainfall intensity levels, each
with a return period of 5 years, 15 years, and 25 years (I5, I15, and I25). The types of fine-grained soil used as media are sandy,
silty clay, silty sandy clay, and sandy, clayey silt. From a series of laboratory test results, it was found that; (1) The intensity
of rainfall has a very significant influence on the capillary shock parameters, both on the capillary shock time and on the
capillary shock height. The higher the intensity of rainfall at the beginning of the rainy season, the shorter the capillary shock
time, and the lower the capillary shock height that occurs. (2) The effect of fine-grained soil particle size on capillary shock
parameters is also very significant, both on capillary shock time and on capillary shock height. The finer the soil particles, the
longer the capillary shock time and the higher the capillary shock height.
Keywords
Capillary shock, Capillary shock height, Capillary shock time, Fine grained soil, Rainfall intensity.
References
[1] Darwis Panguriseng, and Abd. Rakhim Nanda, “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, 2018. Crossref,
http://dx.doi.org/10.18517/ijaseit.8.3.3818
[2] Darwis Panguriseng, Abd. Rakhim Nanda, and 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
[3] Phool Chand Diwan, and Hari Krishna Karanam, “Hydrological Analysis for Planning Rooftop Rainwater Harvesting of Urban Area,”
SSRG International Journal of Civil Engineering, vol. 7, no. 1, pp. 11-15, 2020. Crossref, https://doi.org/10.14445/23488352/IJCEV7I1P103
[4] Yang Liu et al., “Local Instabilities During Capillary-dominated Immiscible Displacement in Porous Media,” Capillarity, vol. 2, no. 1,
pp. 1-7, 2019. Crossref, https://doi.org/10.26804/capi.2019.01.01
[5] Anqi Shen, Yikun Liu, and S.M. Farouq Ali, “A Model of Spontaneous Flow Driven by Capillary Pressure in Nanoporous Media,”
Capillarity, vol. 3, no. 1, pp. 1-7, 2020. Crossref, https://doi.org/10.26804/capi.2020.01.01
[6] Mohammed Alauddin, Rokshana Pervin, and Farhana Mustari, “Development of Rainfall Intensity-Duration-Frequency Relationship
and Isohyetal Map for Bangladesh,” SSRG International Journal of Civil Engineering, vol. 8, no. 2, pp. 1-6, 2021. Crossref,
https://doi.org/10.14445/23488352/IJCE-V8I2P101
[7] Yihang Xiao et al., “Modeling of Two-phase Flow in Heterogeneous Wet Porous Media,” Capillarity, vol. 5, no. 3, pp. 41-50, 2022.
Crossref, https://doi.org/10.46690/capi.2022.03.01
[8] Ch.Vijaya Kumar, P.V.V Satyanarayana, and 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
[9] Karl Terzaghi, and Ralph B. Peck, Soil Mechanics in Engineering Practice, 2nd Edition, John Wiley & Sons Inc., 1996.
[10] S. Chaithanya Raja, J. Rajasankar, and J. Guru Jawahar, “Blast Response Studies on Metallic Tube Core Sandwich Panels,” SSRG
International Journal of Civil Engineering, vol. 2, no. 6, pp. 25-31, 2015. Crossref, https://doi.org/10.14445/23488352/IJCE-V2I6P106
[11] Pierre Simon de Laplace, and Thomas Young, Elementary Illustrations of the Celestial Mechanics of Laplace: Part the First,
Comprehending the First Book, John Murray, 1821.
[12] Kaplesh Rajput et al., “A Review on Evaluation of Speed Breakers in India,” SSRG International Journal of Civil Engineering, vol.
7, no. 7, pp. 1-6, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I7P101
[13] Leiv Magne Siqveland, and Svein Magne Skjæveland, “Derivations of the Young-Laplace Equation,” Capillarity, vol. 4, no. 2, pp. 23-
30, 2021. Crossref, https://doi.org/10.46690/capi.2021.02.01
[14] Sumanav Wadhwa, and J. Sudheer Kumar, “Bearing Capacity of Strip Footing Rest on Reinforced Industrial Slags and Silty Clay
Beneath,” SSRG International Journal of Civil Engineering, vol. 4, no. 8, pp. 1-10, 2017. Crossref,
https://doi.org/10.14445/23488352/IJCE-V4I8P101
[15] Jindi Sun et al., “A Microfluidic Study of Transient Flow States in Permeable Media Using Fluorescent Particle Image Velocimetry,”
Capillarity, vol. 4, no. 4, pp. 76-86, 2021. Crossref, https://doi.org/10.46690/capi.2021.04.03