DOI QR코드

DOI QR Code

Study of nitrate concentration in Najaf Abad aquifer using GIS

  • Tabatabaei, Javad (Department of petroleum engineering and geology, Meymeh branch, Islamic Azad University) ;
  • Gorji, Leila (Department of Geology, Meymeh branch, Islamic Azad University)
  • Received : 2019.03.25
  • Accepted : 2020.03.14
  • Published : 2020.03.25

Abstract

The effectiveness of in situ sediment capping as a technique for heavy metal risk mitigation in Hyeongsan River estuary, South Korea was studied. Sites in the estuary were found previously to show moderate to high levels of contamination of mercury, methylmercury and other heavy metals. A 400 m x 50 m section of the river was selected for a thin layer capping demonstration, where the total area was divided into 4 sections capped with different combinations of capping materials (zeolite, AC/zeolite, AC/sand, zeolite/sand). Pore water concentrations in the different sites were studied using diffusive gradient in thin film (DGT) probes. All capping amendments showed reduction in the pore water concentration of the different heavy metals with top 5 cm showing %reduction greater than 90% for some heavy metals. The relative maxima for the different metals were found to be translated to lower depths with addition of the caps. For two-layered cap with AC, order of placement should be considered since AC can easily be displaced due to its relatively low density. Investigation of methylmercury (MeHg) in the site showed that MeHg and %MeHg in pore water corresponds well with maxima for sulfide, Fe and Mn suggesting mercury methylation as probably coupled with sulfate, Fe and Mn reduction in sediments. Our results showed that thin-layer capping of active sorbents AC and zeolite, in combination with passive sand caps, are potential remediation strategy for sediments contaminated with heavy metals.

Keywords

References

  1. Alavi, M. (1994), "Tectonics of the Zagros orogenic belt of Iran: new data and interpretations", Tectonophysics, 229, 211-238. https://doi.org/10.1016/0040-1951(94)90030-2.
  2. Almasri, M.N. (2008), "Assessment of intrinsic vulnerability to contamination for Gaza coastal aquifer, Palestin", J. Environment. Manag., 88, 577-593. https://doi.org/10.1016/j.jenvman.2007.01.022
  3. Ahmed, F.H., Kamel, A. and Abdel Jawad, S. (1996), "Experimental determination of the optimal location and contraction of sedimentation tank baffles", Water Air Soil Pollut., 92, 251-271. https://doi.org/10.1007/BF00283562.
  4. Babiker, I.S., Mohamed, M.A., Hiyama, T. and Kato, K. (2005), "A GIS based DRASTIC model for assesing aquifer vulnarability in Kakamigahara, Heights, Gifu Prefecture, central Japan", Sci. Tot. Environm., 345, 127-140. https://doi.org/10.1016/j.scitotenv.2004.11.005.
  5. Hamza, M.H. and Added, A. (2009), "Validity of DRASTIC and SI vulnerability methods", NATO Sci. Pea. Securit. Series C, 12, 395-407 . https://doi.org/10.1007/978-90-481-2899-0_32.
  6. Bae, H.K. (2020), "The effect of Combined Sewer Overflows on river", Memb. Water. Treat., 11, 49-57. https://doi.org/10.12989/mwt.2020.11.1.049.
  7. Bretscher U., Krebs P., Hager W.H. (1992), "Improvement of flow in final settling tanks", J. Environ. Eng., 118(3), 307-321. https://doi.org/10.1061/(ASCE)0733-9372(1992)118:3(307).
  8. Crosby R.M. (1984), "Evaluation of the Hydraulic characteristics of activated sludge secondary clarifiers", Environmental Protection Agency, Office of Research and Development, Washington, D.C. U.S Report EPA-600/2.
  9. Goula, A.M., Kostoglou, M., Karapantsios, T.D. and Zouboulis, A.I. (2007), "A CFD methodology for the design of sedimentation tanks in potable water treatment case study, the influence of a feed flow control baffle", Chem. Eng. J., 140, 110-121. https://doi.org/10.1016/j.cej.2007.09.022.
  10. Huggins D.L., Piedrahita R.H., Rumsey T. (2004), "Analysis of sediment transport modeling using computational fluid dynamics (CFD) for aquaculture raceways", Aquacult Eng., 31, 277-293. https://doi.org/10.1016/j.aquaeng.2004.05.007
  11. Kim, I., Zhu, T., Jeon, Ch.H. and Lawler, D.F. (2020), "Detachment of nanoparticles in granular media filtration", Memb. Water. Treat., 11, 1-10. https://doi.org/10.12989/mwt.2020.11.1.001.
  12. Krebs, P., Vischer, D. and Gujer, W. (1992), "Improvement of secondary clarifiers efficiency by porous walls", Water Sci. Technol., 26, 5-6. https://doi.org/10.2166/wst.1992.0556.
  13. Krebs P. (1995), "Success and shortcomings of clarifier modeling", J. Water Sci. Technol., 31(2), 181-191. https://doi.org/10.2166/wst.1992.0556
  14. Krebs, P., Vischer, D. and Gujer W. (1995), "Inlet-structure design for final clarifiers", J. Environ. Eng. ASCE, 121(8), 558-564. https://doi.org/10.1061/(ASCE)0733-9372(1995)121:8(558).
  15. McCorquodale, J.A. and Zhou, S. (1993), "Effects of hydraulic and solids loading on clarifier performance", J. Hydraul Res., 31(4), 461-477. https://doi.org/10.1080/00221689309498870.
  16. Mehdizadeh, A., Firoozabadi, B. (2009), "Simulation of a Density Current Turbulent Flow Employing Different RANS Models, A Comparison Study", Transaction B: Mech. Eng., 16(1), 53-63.
  17. Neshat, A., Pradhan, B., Pirasteh, S. and ZulhaidiMohdShafri, H. (2013), "Estimating groundwater vulnerability to pollution using a modified DRASTIC model in the Kerman agricultural area, Iran", Environ. Earth Sci., 28, 324-333. https://doi.org/10.1007/s12665-013-2690-7
  18. RangaRaju K.G., Kothyari, U.C., Srivastav, S. and Saxena, M. (1999), "Sediment removal efficiency of settling basins", J. Irrig. Drain Eng., 125(5), 308-314. https://doi.org/10.1061/(ASCE)0733-9437(1999)125:5(308)
  19. Razmi, A.M., Firoozabadi, B., Ahmadi, G. (2008), "Experimental and numerical approach to enlargement of performance of primary settling tanks", J. Appl. Fluid Mechanics, 2(1), 1-13. https://doi.org/10.1061/(ASCE)0733-9437(1999)125:5(308).
  20. Razmi, A.M., Bakhtyar, R., Firoozabadi, B., Barry, D.A. (2013), "Experiments and numerical modeling of baffle configuration effects on the performance of sedimentation tanks", Cana J. Civil Eng., 40(2), 140-150. https://doi.org/10.1139/cjce-2012-0176
  21. Rodi, W. (1980), Turbulence Models and Their Application in Hydraulics, IAHR, Delft, the Netherlands.
  22. Rostami, F., Shahrokhi, M., Md Said, M.A., Abdullah, R. and Syafalni, S. (2011), "Numerical modeling on inlet aperture effects on flow pattern in primary settling tanks", Appl. Math Model., 35(6), 3012-3020. https://doi.org/10.1016/j.apm.2010.12.007.
  23. Shahrokhi, M., Rostami, F., Md Said, M.A., Sabbagh-Yazdi, S., Syafalni, S. (2011a), "The effect of number of baffles on the improvement efficiency of primary sedimentation tanks", Appl. Math Model., 36(8), 3725-3735. https://doi.org/10.1016/j.apm.2011.11.001.
  24. Shahrokhi, M., Rostami, F., Md Said, M.A., Sabbagh-Yazdi, S., Syafalni, S., Abdullah, R. (2012), "The effect of baffle angle on primary sedimentation tank efficiency", Can J. Civil Eng., 39 (3), 293-303. https://doi.org/10.1139/l2012-002.
  25. Shahrokhi, M., Rostami, F., Md Said, M.A., Syafalni, S. (2011b), "Numerical modeling of the effect of the baffle location on the flow field, sediment concentration and efficiency of the rectangular primary sedimentation tanks", World Appl. Sci. J., 15(9), 1296-1309.
  26. Shahrokhi, M., Rostami, F., Md Said, M.A., Syafalni, S. (2011c), "Numerical simulation of influence of inlet configuration on flow pattern in primary rectangular sedimentation tanks", World Appl. Sci. J.,15(7), 1024-1031.
  27. Shamloo, H. and Bayat, A.R. (2008), "Evaluation different turbulent models in hydraulic design of Primary Sedimentation Tank", 4 National Congress of Civil Engineering, Tehran. (In Persian).
  28. Shetab-Boushehri, S.N., Mousavi, S.F., Shetab-Boushehri, S.B. (2010), "Design of settling basins in irrigation network using simulation and mathematical programming", J. Irrig. Drain Eng., 136(2), 99-106. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000148.
  29. Ou, B., Gong, A., He, Ch. and Fu, Sh. (2019), "Dynamic evaluation of water source safety based on fuzzy extension model", Membrane Water Treat., 10, 149-154. https://doi.org/10.12989/mwt.2019.10.2.149
  30. Song, S., Park, Y. and Yong Park, J. (2019), "Roles of polypropylene beads and pH in hybrid water treatment of carbon fiber membrane and PP beads with water back-flushing", Membr. Water Treat., 10, 155-163. https://doi.org/10.12989/mwt.2019.10.2.155.
  31. Stigter, T.Y., Ribeiro, L., and Carvalho Dill, A.M.M. (2006), "Evaluation of anintrinsic and a specific vulnerability assessment method in comparison with groundwater salinisation and nitrate contamination levels in two agricultural regions in the south of Portugal", Hydrogeology, 14, 79-99 . https://doi.org/10.1007/s10040-004-0396-3.
  32. Stocklin, J. (1968), "Structural history and tectonics of Iran. A review", Amer. Assoc. petrol. Geol., 52,1229-1258. https://doi.org/10.1306/5D25C4A5-16C1-11D7-8645000102C1865D.
  33. Tamayol, A. (2005), "Effects of baffle configurations on the performance of settling tanks", M.Sc. Dissertation, Sharif University of Technology, Iran.
  34. Tamayol, A., Nazari, M., Firoozabadi, B., Nabovati, A. (2004), "Effects of turbulent models and baffle position on Hydrodynamics of settling tanks", Int. Mech. Eng. Con., 4, 12-22.
  35. Tamayol, A. and Firoozabadi, B. (2006), "Effects of turbulent models and baffle position on the hydrodynamics of settling tanks", Scientia Iranica, 13(3), 255-260.
  36. Tamayol, A., Firoozabadi B., Ashjari M.A. (2010), "Hydrodynamics of Secondary Settling Tanks and Increasing Their Performance Using Baffles", J. Environ. Eng., 136, 32-39. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000126.
  37. Vanoni, V.A. (1975), "Sedimentation engineering. ASCE manuals and reports on engineering practice", ASCE, 5, 582-587. https://doi.org/10.1061/9780784408230
  38. Rodriguez-Galiano, V., Mendes, M.P. and Garcia-Soldado, M.J., Chica-Olmo, M. and Ribeiro, L. (2014), "Predictive modeling of groundwater nitrate pollution using Random Forest and multisource variables related to intrinsic and specific vulnerability: A case study in an agricultural setting (Southern Spain)", Sci. Tot. Environ., 476-477, 189-206. https://doi.org/10.1016/j.scitotenv.2014.01.001.
  39. Vittal N., Raghav, M.S. (1997), "Design of single-chamber settling basins", J. Hydraul Eng., 123(5), 469-471. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:5(469)
  40. Wills, R.F. and Davis, C. (1962), "Flow Patterns in a Rectangular Sewage Sedimentation Tank", Proceedings of 1st International Conference on Water Pollution Research, London.
  41. Xanthos S., Gong M., Ramalingam K., Fillos J., Deur A., Beckmann K., McCorquodale J.A. (2010), "Performance assessment of secondary settling tanks using CFD modeling", Water Res. Manage, 25(4), 1169-1182. https://doi.org/10.1007/s11269-010-9620-1.
  42. Zhou, S., McCorquodale, J., Vitasovic, Z. (1992), "Influences of density on circular clarifiers with baffles", J. Environ. Eng. ASCE, 118(6), 829-847. https://doi.org/10.1061/(ASCE)0733-9372(1992)118:6(829).