Effects of Gap on Erosion Surrounding Culvert Joints - An Experimental Study
Hary Christady Hardiyatmo, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta 55281, Indonesia
Teuku Faisal Fathani, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta 55281, Indonesia
Abstract
Culvert is one of the drainage systems designed to transport water from one place to another place. Soil erosion can occur due to gaps in the joints of culverts, leading to phenomena such as piping, backward erosion, and suffusion caused by water discharge. When water flows through a gap culvert joint, it makes the soil around it fluid, which can result in sand boiling, and eventually, the formation of sinkholes. Water entrains soil particles, reducing soil density around the culvert, forming voids that expand with erosion. A laboratory-based study investigated gaps in culvert joints, and found that water flow velocity and duration significantly influence soil erosion. Water flow transports eroded materials into culverts, with most soil particles settling around the joints. The gaps of culvert joints can impact erosion, with larger gaps leading to greater influx of soil particles into the culvert. Longer flow durations also result in greater erosion, as fluidization of the soil leads to increased erosion. On the other hand, larger lengths of culvert joints result in reduced erosion. Soil accumulation along the culvert joints cover and clogging contribute to this phenomenon. Culverts lacking joints cover suffer significant erosion, with soil particles entering the culvert. Sedimentary material is predominantly found within the culvert rather than being carried out by the flow. Additionally, the size of eroded soil particles affects the width of the gaps, typically ranging from 0.25 - 0.4 mm. The erosion phenomenon that occurs around culvert joints can lead to long-term effects.
Keywords
References
K. Kim, J. Kim, T. Y. Kwak and C. K. Chung, "Logistic Regression Model for Sinkhole Susceptibility Due to Damage Sewer Pipes," Nat Hazards, vol. 93, pp. 765-785, 2018.
M. Calamak and M. Yilmaz, "A Review of the Anita DAM Incident: Internal Erosion Caused by a Buried Conduit and Lessons Learned," 5 International Symposium on DAM Safety, 2018.
M. Parise and J. Gunn, "Natural and Anthropogenic Hazards in Karst Areas: An Introduction," The Geological Society of London, pp. 1-3, 2007.
R. R. Fikrillah and D. P. E. Putra, "Land Subsidence Hazard Mapping in Relation with Sinkholes in Saptosari District, Gunung Kidul, Indonesia," Earth and Environmental Science, no. 1071 (2022) 012004, 2022.
H. Ali and J. Choi, "A Review of Underground Pipeline Leakage and Sinkhole Monitoring Mthods Based on Wireless Sensor Networking," Sustainability, vol. 11, p. 15, 2009.
B. Jung, D. W. Ryu and B. W. Yum, "Numerical Simulation of Urban Road Collapse Induced by the Damaged Sewer Pipe and Repetitive Heavy Rainfalls," Geosciences Journal, 2023.
X. L. J. Cui, A. Chan and D. Chapman, "Coupled DEM-LBM Simulation of Internal Fluidisation Induced by a Leaking Pipe," Powder Technology, vol. 254, pp. 299-306, 2014.
T. Karoui, Y. H. Jeong, Y. H. Jeong and D. S. Kim, "Experimental Study of Ground Subsidence Mechanism Caused by Sewer Pipe Cracks," Applied Science-MDPI , vol. 8, p. 679, 2018.
A. R. J. G. Shah and N. Goldscheider, "Karst Geomorphology, Cave Development, and Hydrogeology in the Kashmir Valley, Western Himalaya, India," Acta Carsologica, 2018.
Z. Moosavinasab and E. Safkhani, "Occurance of a Sinkhole in Eaj Plain, Iran: an Implication of the Combined Effect of Karstification and Reduction of Granular Reservoir in Carbonate Rocks," Carbonates and Evaporites, pp. 38-49, 2023.
J. Chen, S. Wang, Y. Liang, Y. Wang and Y. Luo, "Experimental Investigation of the Erosion Mechanisms of Piping," Soil Mechanics and Foundation Engineering, vol. 52, p. 35, 2015.
S. Wang, J. S. Chen, H. Q. He and W. Z. He, "Experimental Study on Piping in Sandy Gravel Foundations Considering Effect of Overlying Clay," Water Science and Engineering, vol. 9, no. 2, pp. 165-171, 2016.
F. Bendahmane, D. Marot and A. Alexis, "Experimental Parametric Study of Suffusion and Backwars Erosion," Journal of Geotechnical and Geoenvironmental Engineering, vol. 134, pp. 57-67, 2008.
B. A. Robbins, M. K. Sharp and M. K. Corcoran, "Laboratory Tests for Backward Erosion Piping," Geotechnical Safety and Risk .
B. A. Robbins, V. M. V. Beek, J. F. L. Soto, A. M. M. Bartolomei and J. Murphy, "A Novel Laboratory Test for Backward Erosion Piping," International Journal of Physical Modelling in Geotechnics, vol. 18, no. 5, pp. 266-279, 2017.
V. M. V. Beek, A. Bezuijen, J. B. Sellmeijer and B. J. Barends, "Initiation of Backward Erosion Piping in Uniform Sands," Geotechnique, vol. 64, pp. 927-941, 2014.
C. Chen, T. Lei, B. Yunyun, X. Gao and X. Yang, "Experimental Study on Soil Erosion by Concentrated Waterflow Affected by Thawed Soil Depth," Catena, vol. 207, 2021.
Y. Sail, D. Marot, L. Sibille and A. Alexis, "Suffusion Tests on Cohesionless Granular Matter (Experimental Study)," European Journal of Environmental and Civil Engineering, vol. 15, no. 5, pp. 799-817, 2011.
K. Vandenboer, F. Celette and A. Bezuijen, "The Effect of Sudden Critical and Supercritical Hydraulic Loads on Backward Erosion Piping: Small-Scale Experiments," Acta Geotechnica, vol. 14, pp. 783-794, 2019.
S. Guo, Y. Jiang, Y. Tang, H. Cheng, X. Luo, Y. Lv and M. Li, "Experimental Study on the Soil Erosion Through a Defective Pipe Under the Cyclic Infiltration-Exfiltration Flow," Transportation Geotechnics, vol. 42, no. 101085, 2023.
Z. Tian, Q. Yao, S. Zhang and N. Qiao, "Experimental Study on Levee Failure due to the Damage of Pressure less Culvert Pipe," International Conference on Mechanics and Civil Engineering, 2022.
Y. Tang, D. Z. Zhu and D. H. Chan, "Experimental Study on Submerged Sand Erosion through a Slot on a Defective Pipe," Journal of Hydroulic Engineering, vol. 143, no. 9, 2017.
A. D. P. Duhita, A. P. Raharjo and Hairani, "The Effect of Slope on Infiltration Capacity and Erosion of Mount Merapi Slope Materials," Journal of the Civil Engineering Forum, vol. 7, no. 1, pp. 71-84, 2020.
Y. Tang, D. Z. Zhu and D. H. Chan, "Modeling Soil Loss by Water Infiltration through Sewer Pipe Defects," World Environmental and Water Resources Congress , 2018.
Y. Tang, D. Z. Zhu, D. H. Chan and S. Zhang, "Physical and analytical modeling of soil loss caused by a defective sewer pipe with different defect locations," Geotechnica, vol. 18, pp. 2639-2659, 2022.
Z. Tang, L. Song, D. Jin, L. Chen, G. Qin, Y. Wang and L. Guo, "An Engineering Case History of the Prevention and Remediation of Sinkholes Induced by Limestone Quarrying," Sustainability, vol. 15, 2023.
G. A. Fox, R. G. Felice, T. L. Midgley, G. V. Wilson and A. S. T. Al-Madhhachi, "Laboratory Soil Piping and Internal Erosion Experiments: Evaluation of a Soil Piping Model for Low-Compacted Soil," Earth Surface Processes and Landforms, vol. 39, pp. 1137-1145, 2013.
T. Y. Kwak, S. I. Woo, J. Kim and C. K. Chung, "Model Test Assessment of the Generation of Underground Cavities and Ground Cave-ins by Damaged Sewer Pipes," Soils and Foundations, vol. 59, pp. 586-600, 2019.
A. Mark and A. Ogden, "Sinkhole Flooding above a Shallow Bedrock Aquitard in an Urbanizing Community, Central Tennessee, USA," Geomorphology, p. 425, 2023.
S. Zhang, T. Bao and C. Liu, "Model Tests and Numerical Modeling of the Failure Behavior of Composite Strata Caused by Tunneling Under Pipeline Leakage Conditions," Engineering Failure Analysis, vol. 149, 2023.
DOI: https://doi.org/10.21831/inersia.v20i2.72119
Refbacks
- There are currently no refbacks.
Copyright (c) 2024 Sari Kuswari
This work is licensed under a Creative Commons Attribution 4.0 International License.