Simulation of municipal landfill leachate movement in soil by HYDRUS-1D model

Document Type : Research Paper

Authors

Graduate Faculty of Environment, University of Tehran, Tehran, Iran

Abstract

Different numerical and analytical models are presently available that provide the tools to predict pollutant and water transfer processes between the soil surface and the groundwater level. Among the existing models, the Hydrus-1D model has been used for years in the prediction of water and pollutants transfer in the unsaturated zone. The main purpose of this paper was to model the movement of the landfill leachate in the soil at the Aradkouh landfill and predict the changes in nitrogen and phosphorus concentration in the leachate at different depths. Two pilots were used in this study, one included the local soil and the other contained local soil with Vetiver grass (Chrysopogon zizanioides). After its initial purification, the resultant leachate entered the pilot and was collected after passing through the soil. Finally, the flow of the leachate movement as well as the nitrogen and phosphorus concentration changes in soil were modeled by using Hydrus-1D. The prediction model for the phosphate and nitrogen concentration changes at different depths showed that the best results were obtained in the surface charge of 0.12 m3/m2.week and by the pilot with the Vetiver grass. The results showed that the use of Vetiver grass in surface purification increased the efficiency of the purification.

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[1] Haddad, O. B., Hamedi, F., Fallah-Mehdipour, E., Orouji, H., Mariño, M. A. (2015). Application of a hybrid optimization method in Muskingum parameter estimation. Journal of irrigation and drainage engineering, 141(12), 04015026.
[2] Haddad, O. B., Hamedi, F., Orouji, H., Pazoki, M., Loáiciga, H. A. (2015). A re-parameterized and improved nonlinear Muskingum model for flood routing. Water resources management, 29(9), 3419-3440.
[3] Orouji, H., Mahmoudi, N., Fallah-Mehdipour, E., Pazoki, M., Biswas, A. (2016). Shuffled Frog-Leaping Algorithm for Optimal Design of Open Channels. Journal of irrigation and drainage engineering, 142(10), 06016008.
[4] Hamedi, F., Bozorg-Haddad, O., Orouji, H., Fallah-Mehdipour, E., Loáiciga, H. A. (2016). Nonlinear Muskingum Model for Flood Routing in Irrigation Canals Using Storage Moving Average. Journal of irrigation and drainage engineering, 142(5), 04016010.
[5] Aboutalebi, M., Bozorg-Haddad, O., Loáiciga, H. A. (2016). Multiobjective design of water-quality monitoring networks in river-reservoir systems. Journal of environmental engineering, 143(1), 04016070.
[6] Seuntjens, P., Tirez, K., Šimůnek, J., Van Genuchten, M. T., Cornelis, C., Geuzens, P. (2001). Aging effects on cadmium transport in undisturbed contaminated sandy soil columns. Journal of environmental quality, 30(3), 1040-1050.
[7] Jellali, S., Diamantopoulos, E., Kallali, H., Bennaceur, S., Anane, M., Jedidi, N. (2010). Dynamic sorption of ammonium by sandy soil in fixed bed columns: evaluation of equilibrium and non-equilibrium transport processes. Journal of environmental management, 91(4), 897-905.
[8] Karbassi, A. R., Pazoki, M. (2015). Environmental qualitative assessment of rivers sediments. Global journal of environmental science and management, 1(2), 109-116.
[9] Simunek, J., Van Genuchten, M. T., Sejna, M. (2005). The HYDRUS-1D software package for simulating the one-dimensional movement of water, heat, and multiple solutes in variably-saturated media. University of California-Riverside, Research reports, 3, 1-240.
[10] Siyal, A. A., Skaggs, T. H. (2009). Measured and simulated soil wetting patterns under porous clay pipe sub-surface irrigation. Agricultural water management, 96(6), 893-904.
[11] Pan, F., Pachepsky, Y. A., Guber, A. K., Hill, R. L. (2011). Information and complexity measures applied to observed and simulated soil moisture time series. Hydrological sciences journal, 56(6), 1027-1039.
[12] Gärdenäs, A. I., Hopmans, J. W., Hanson, B. R., Šimůnek, J. (2005). Two-dimensional modeling of nitrate leaching for various fertigation scenarios under micro-irrigation. Agricultural water management, 74(3), 219-242.
[13] Wang, F. X., Kang, Y., Liu, S. P. (2006). Effects of drip irrigation frequency on soil wetting pattern and potato growth in North China Plain. Agricultural water management, 79(3), 248-264.
[14] Lazarovitch, N., Warrick, A. W., Furman, A., Šimůnek, J. (2007). Subsurface water distribution from drip irrigation described by moment analyses. Vadose zone journal, 6(1), 116-123.
[15] Pazoki, M., Abdoli, M., Karbasi, A., Mehrdadi, N., Yaghmaeian, K., Salajegheh, P. (2012). Removal of nitrogen and phosphorous from municipal landfill leachate through land treatment. World applied sciences journal, 20, 512-519.
[16] Abdoli, M. A., Karbassi, A. R., Samiee-Zafarghandi, R., Rashidi, Z., Gitipour, S., Pazoki, M. (2012). Electricity generation from leachate treatment plant. International journal of environmental research, 6(2), 493-498.
[17] Truong, P. (2008). Research and development of the Vetiver system for treatment of polluted water and contaminated land. In: TVN India 1st Workshop Proceedings (pp. 60-71).
[18] Pazoki, M., Abdoli, M. A., Karbassi, A., Mehrdadi, N., Yaghmaeian, K. (2014). Attenuation of municipal landfill leachate through land treatment. Journal of environmental health science and engineering, 12(1), 12.
[19] Pazoki, M., Delarestaghi, R. M., Rezvanian, M. R., Ghasemzade, R., Dalaei, P. (2015). Gas production potential in the landfill of Tehran by landfill methane outreach program. Jundishapur Journal of health sciences, 7(4).
[20] Celia, M. A., Bouloutas, E. T., Zarba, R. L. (1990). A general mass‐conservative numerical solution for the unsaturated flow equation. Water resources research, 26(7), 1483-1496.