Impact of sodium carbonate on seepage reduction in farm irrigation ponds

Document Type : Article

Authors

Department of Civil Engineering, Jundi-Shapur University of Technology, Dezful, P.O. Box 64616-18674, Iran

Abstract

In this research, an economic layer using simple technology is evaluated to minimize seepage at the bottom of irrigation ponds. Since sodium carbonate diverges clay particles and decreases permeability by reducing porosity, it is recommended that sodium salts be used in mixed with soil at the bottom of irrigation ponds. The three types of soils were selected. First, the texture of the soils, second, chemical properties were determined for all three types of soils. Sodium carbonate were utilized in the percentages of 0, 2, 4, 6, 8, 10 and 12 by weight. Finally, the falling head test and the Scanning Electron Microscope (SEM) analysis were conducted. The results were illustrated as the tables and the graphs, and counter curves. The Results show that the soil 20% clay, the soil 15% clay and the soil 10% clay decrease seepage on average 42%, 64% and 71% respectively. The soil 10% clay has the greatest decrease of the three soil samples. Furthermore, in all three soil samples, the highest decrease in permeability was observed at 10% sodium carbonate. Overall, the results show that this pond sealer can be a suitable solution to reduce seepage in this type of pond.

Keywords


References:
1. Haider, H., Ghumman, A.R., Al-Salamah, I., et al. "Sustainability evaluation of rainwater harvestingbased flood risk management strategies: A multilevel decision-making framework for arid environments", Arabian Journal for Science and Engineering, 44(10), pp. 8465-8488 (2019). DOI: :10.1007/s13369-019-03848-0.
2. Giulia, V., Tamburino, L., and Rigby, J.R. "Designing on-farm irrigation ponds for high and stable yield for different climates and risk-coping attitudes", Journal of Hydrology, 584, 124634 (2020). DOI: 10.1016/j.jhydrol.2020.124634.
3. Zhou, Y., Weng, S., Zhang, Y., et al. "Experimental study of seepage  flow properties with biofilm development in porous media with different filter morphologies", Journal of Hydrology, 591, 125596 (2020). DOI: 10.1016/j.jhydrol.2020.125596.
4. Matthew, A. and Akinyele, A. "Sodium and calcium salts impact on soil permeability", Journal of Earth Sciences and, 4(3), pp. 37-45 (2014).
5. Karimi, S., Lashkar-Ara, B., and Najafi, L. "Influence of sugarcane molasses addition on the shear strength properties of slightly plastic loamy soils", Arabian Journal of Geosciences, 15(9), pp. 1-14 (2022). DOI: 10.1016/j.sandf.2019.11.003.
6. Yongfeng, D., Yue, X., Liu, S., et al. "Hydraulic conductivity of cement-stabilized marine clay with metakaolin and its correlation with pore size distribution", Engineering Geology, 193, pp. 146-152 (2015). DOI: 10.1016/j.enggeo.2015.04.018.
7. Bennett, J.M. and Warren, B.R. "Role of livestock effluent suspended particulate in sealing effluent ponds", Journal of Environmental Management, 154, pp. 102-109 (2015). DOI: 10.1016/j.jenvman.2015.02.032.
8. Chunfa, Z., Fan, X., Ning, Z., et al. "Reducing riverbed infiltration using mixtures of sodium bentonite and clay", Environmental Earth Sciences, 74(4), pp. 3089-3098 (2015). DOI: 10.1007/s12665-015-4347-1.
9. Hai-Lei, K., Guo, W., Zhang, M., et al. "Axial resistance of long rock-socketed bored piles in stratified soils", Ocean Engineering, 114, pp. 58-65 (2016).DOI: 10.1016/j.oceaneng.2016.01.013.
10. Estabragh, A.R., Soltani, A., and Javadi, A.A. "Models for predicting the seepage velocity and seepage force in a fiber reinforced silty soil", Computers and Geotechnics, 75, pp. 174-181 (2016).DOI: 10.1016/j.compgeo.2016.02.002.
11. Hirose, G. and Ito, Y. "Experimental estimation of permeability of freeze-thawed soils in artificial ground freezing", Procedia Engineering, 189, pp. 332-337 (2017). DOI: 10.1016/j.proeng.2017.05.053.
12. Shehzad, T., Yaseen, M., Afzal, M., et al.  Performance evaluation of sodium bentonite material for seepage control in irrigation channels", University of Engineering and Technology Taxila, Technical Journal, 22(1), 2 (2017).
13. Abdullah, D., Bekir Topcu, I., and Kusan, H. "Modeling of some properties of the crushed tile concretes exposed to elevated temperatures", Construction and Building Materials, 25(4), pp. 1883-1889 (2011). DOI: 10.1016/j.conbuildmat.2010.11.071.
14. Ghasemzadeh, H., Pasand, M.S., and Shamsi, M.M. "Experimental study of sulfuric acid effects on hydromechanical properties of oxide copper heap soils", Minerals Engineering, 117, pp. 100-107 (2018). DOI: 10.1016/j.mineng.2017.12.010.
15. Anusron, C., Hori, T., Saito, H., et al. "Experimental tests of slope failure due to rainfalls using 1 g physical slope models", Soils and Foundations, 58(2), pp. 290- 305 (2018). DOI: 10.1016/j.sandf.2018.02.003.
16. Elmashad, M.E.M.A. "Improving the geotechnical behavior of sand through cohesive admixtures", Water Science, 32(1), pp. 67-78 (2018). DOI: 10.1016/j.wsj.2018.03.001.
17. Dorthe, H. Brandt, A.A. Reichert, J.M., et al. "Soil porosity, permeability and static and dynamic strength parameters under native forest/grassland compared to no-tillage cropping", Soil and Tillage Research, 177, pp. 113-124 (2018). DOI: 10.1016/j.still.2017.12.003.
18. Eltarabily, M,G. Moghazy, H.E., and Negm, A.M. "Assessment of slope instability of canal with standard incomat concrete-filled geotextile mattresses lining", Alexandria Engineering Journal, 58(4), pp. 1385-1397 (2019). DOI: 10.1016/j.aej.2019.11.010.
19. Liu, Y.F. and Jeng, D.S. "Pore scale study of the influence of particle geometry on soil permeability", Advances in Water Resources, 129, pp. 232-249 (2019). DOI: 10.1016/j.advwatres.2019.05.024.
20. Rosli, R.N., Selamat, M.R., and Ramli, M.H. "Shear strength and permeability properties of lateritic soils from north west Malaysia due to extended compaction", Materials Today: Proceedings, 17, pp. 630- 639 (2019). DOI: 10.1016/j.matpr.2019.06.344.
21. Shah, Z., Gabriel, H., Haider, S., et al. "Analysis of seepage loss from concrete lined irrigation canals in Punjab, Pakistan", Irrigation and Drainage., 69(4), pp. 668-681 (2020). DOI: 10.1002/ird.2474.
22. Yuguda, T.K., Li, Y., Zhang, W., et al. "Incorporating water loss from water storage and conveyance into blue water footprint of irrigated sugarcane: A case study of Savannah Sugar Irrigation District, Nigeria", Science of the Total Environment, 715, 136886 (2020). DOI: 10.1016/j.scitotenv.2020.136886.
23. Tabarsa, A. and Lashkarbolok, M. "A numerical investigation of the effect of the temperature on the seepage calculation", Scientia Iranica, 25(4), pp. 1907-1915 (2018). DOI: 10.24200/SCI.2018.20421.
24. Mollamahmutoglu, M.U.R.A.T. and Avci, E. "Effect of cement grain size on the geotechnical properties of stabilized clay", Scientia Iranica, 26(6) (2019). DOI: 10.24200/sci.2018.5237.1158.
25. Chen, J., Tang, P., Rakstad, T., et al. "Augmenting a deep-learning algorithm with canal inspection knowledge for reliable water leak detection from multispectral satellite images", Advanced Engineering Informatics, 46, 101161 (2020). DOI: 10.1016/j.aei.2020.101161.
26. USBR, "Linings for irrigation canals", Minist. Inter. U.S. Bur. Reclamation, Denver, Col., 160 (1976).
27. Veenenbos, S.J. "Soil and land classification of Dezful project Khuzeistan Iran", FAO, Eur. Soil Data Cent. (1968).
28. Kraatz, D.B. "Irrigation canal lining", FAO L. Water Dev. Ser., 1 ISSN 0259-2568 (1977).
Volume 31, Issue 7
Transactions on Civil Engineering (A)
May and June 2024
Pages 556-568
  • Receive Date: 02 July 2021
  • Revise Date: 30 January 2022
  • Accept Date: 18 January 2023