Effects of Soil Type on Contaminant Transport in the Aquifer System: A Numerical Investigation Using 2D Mobile-Immobile Model

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Environmental Restoration (F-EIR 2021)

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Abstract

A 2-D nonpoint source contaminant transport behaviour in the aquifer system (100 × 50 m) using a mobile-immobile (MIM) model with variable dispersion function for various soil-type (sand, silt, clayey loam, and sandy loam) was investigated. A Finite-difference method-based Crank-Nicolson scheme was used to obtain the concentration by solving governing equations of MIM model for contaminant transport in groundwater system in the 2-D spatial domain. The temporal evolution of concentration profiles and breakthrough curves were compared for conservative and reactive cases due to pulse-type and continuous source boundary conditions. Zeroth and first temporal moments (ZTM and FTM) were computed by implementing numerical integration to investigate the effect of soil type on plume evolution dynamics. A significant variation in the magnitude and spatio-temporal distribution of contaminant plume was observed between low (silt, clayey loam, sandy loam) and high (sand) hydraulic conductivity soil-type. The spreading of a contaminant plume in the transverse direction was dominant in the clayey loam and sandy loam compared to sand soil-type. The maximum value of mass recovery for the reactive contaminant was found to be much lower (2–8 order less) than the conservative case and followed the order as sand > silt > clayey loam soil-type, showing the influence of hydraulic conductivity on plume evolution dynamics. On the basis of maximum value, the FTM of reactive contaminant for all soil-type was found to be 0.5% to 2% higher than the conservative case; whereas, for locations near to contaminant source region, the FTM of reactive contaminant was found to be ~9–11% higher than conservative case. The dual-porosity model-based approach implemented in this study can be used for scenarios where fluctuations in the water table and non-Fickian mass transfer occur.

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References

  1. Li Z, Brusseau ML (2000) Nonideal transport of reactive solutes in heterogeneous porous media-6. Microscopic and macroscopic approaches for incorporating heterogeneous rate-limited mass transfer. Water Resour Res 36:2853–2867

    Article  CAS  Google Scholar 

  2. Srivastava R, Brusseau ML (1996) Nonideal transport of reactive solutes in heterogeneous porous media: 1. Numerical model development and moments analysis. J Contam Hydrol 24:117–143

    Article  CAS  Google Scholar 

  3. Liedl R, Valocchi AJ, Dietrich P, Grathwohl P (2005) Finiteness of steady state plumes. Water Resour Res 41:1–8

    Article  Google Scholar 

  4. Sharma PK, Sekhar M, Srivastava R, Ojha CSP (2012) Temporal moments for reactive transport through fractured impermeable/permeable formations. J Hydrol Eng 17:1302–1314

    Article  Google Scholar 

  5. Kumar GS, Sekhar M, Misra D (2008) Time-dependent dispersivity of linearly sorbing solutes in a single fracture with matrix diffusion. J Hydrol Eng 13:250–257

    Article  Google Scholar 

  6. Joshi N, Ojha CSP, Sharma PK, Madramootoo CA (2015) Application of nonequilibrium fracture matrix model in simulating reactive contaminant transport through fractured porous media. Water Resour Res 51:390–408

    Article  Google Scholar 

  7. Swami D, Sharma PK, Ojha CSP (2016) Behavioral study of the mass transfer coefficient of nonreactive solute with velocity, distance, and dispersion. J Environ Eng 143:1–10

    Google Scholar 

  8. Renu V, Kumar GS (2014) Temporal moment analysis of solute transport in a coupled fracture-skin-matrix system. Sadhana 39:487–509

    Article  Google Scholar 

  9. Gao G, Feng S, Zhan H, Huang G, Mao X (2009) Evaluation of anomalous solute transport in a large heterogeneous soil column with mobile-immobile model. J Hydrol Eng 14:966–974

    Article  Google Scholar 

  10. Gao G, Zhan H, Feng S, Fu B, Ma Y, Huang G (2010) A new mobile-immobile model for reactive solute transport with scale-dependent dispersion. Water Resour Res 46:1–16

    Article  Google Scholar 

  11. Gelhar LW, Welty C, Rehfeldt KR (1992) A critical review of data on field-scale dispersion in aquifers. Water Resour Res 28:1955–1974

    Article  CAS  Google Scholar 

  12. Pickens JF, Grisak GE (1981) Scale-dependent dispersion in a stratified granular aquifer. Water Resour Res 17:1191–1211

    Article  Google Scholar 

  13. Zhou L, Selim HM (2003) Scale-dependent dispersion in soils: an overview. Adv Agron 80:223–263

    Article  Google Scholar 

  14. Selim H (2014) Transport and Fate of Chemicals in Soils: Principles and Applications. CRC Press, Boca Raton

    Book  Google Scholar 

  15. Guleria A, Swami D, Sharma A, Sharma S (2019) Non-reactive solute transport modelling with time-dependent dispersion through stratified porous media. Sadhana Acad Proc Eng Sci 44(4):1056

    Google Scholar 

  16. Guleria A, Swami D, Joshi N, Sharma A (2020) Application of temporal moments to interpret solute transport with time-dependent dispersion. Sādhanā 45:159

    Article  Google Scholar 

  17. Swami D, Sharma PK, Ojha CSP, Guleria A, Sharma A (2018) Asymptotic behavior of mass transfer for solute transport through stratified porous medium. Transp Porous Media 124:699–721

    Article  CAS  Google Scholar 

  18. Sharma A, Swami D, Joshi N, Kartha S, Chandel A, Guleria A (2020) Study of dynamic concentration gradient on mass transfer coefficient: new approach to mobile–immobile modeling. J Hazard Toxic Radioact Waste 24:04020036

    Article  CAS  Google Scholar 

  19. Swami D, Sharma A, Sharma PK, Shukla DP (2016) Predicting suitability of different scale-dependent dispersivities for reactive solute transport through stratified porous media. J Rock Mech Geotech Eng 8:921–927

    Article  Google Scholar 

  20. Natarajan N, Vasudevan M, Kumar GS (2020) Simulating scale dependencies on dispersive mass transfer in porous media under various boundary conditions. Iran J Sci Technol Trans Civ Eng 44(S1):375–393

    Article  Google Scholar 

  21. Natarajan N (2016) Effect of distance-dependent and time-dependent dispersion on non-linearly sorbed multispecies contaminants in porous media. ISH J Hydraul Eng 22:16–29

    Article  Google Scholar 

  22. van Genuchten MT, Wierenga PJ (1976) Mass transfer studies in sorbing porous media I. Analytical solutions. Soil Sci Soc Am J 40:473–480

    Article  Google Scholar 

  23. Zheng C, Bennett GD (2002) Applied Contaminant Transport Modeling. Wiley-Interscience, New York

    Google Scholar 

  24. Guo Z, Fogg GE, Henri CV (2019) Upscaling of regional scale transport under transient conditions: evaluation of the multirate mass transfer model. Water Resour Res 55:5301–5320

    Article  Google Scholar 

  25. García-Gutiérrez C, Pachepsky Y, Martín MÁ (2018) Technical note: saturated hydraulic conductivity and textural heterogeneity of soils. Hydrol Earth Syst Sci 22:3923–3932

    Article  Google Scholar 

  26. Skaggs TH, Suarez DL, Goldberg S (2013) Effects of soil hydraulic and transport parameter uncertainty on predictions of solute transport in large Lysimeters. Vadose Zo J 12, vzj2012.0143

    Google Scholar 

  27. Govindaraju RS, Das BS (2007) Moment analysis for subsurface hydrologic applications. WSTL. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-5752-6

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Correspondence to Abhay Guleria .

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Guleria, A., Chakma, S. (2022). Effects of Soil Type on Contaminant Transport in the Aquifer System: A Numerical Investigation Using 2D Mobile-Immobile Model. In: Ashish, D.K., de Brito, J. (eds) Environmental Restoration. F-EIR 2021. Lecture Notes in Civil Engineering, vol 232. Springer, Cham. https://doi.org/10.1007/978-3-030-96202-9_12

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  • DOI: https://doi.org/10.1007/978-3-030-96202-9_12

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  • Publisher Name: Springer, Cham

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  • Online ISBN: 978-3-030-96202-9

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