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Treatment of leachate using up-flow anaerobic sludge blanket reactors/vertical flow subsurface constructed wetlands

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Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The composition of local solid waste consists mainly of biodegradable waste with high moisture and organic content. After being landfilled, the waste decomposes through a series of combined physico-chemical and biological processes, resulting in the generation of landfill leachate. Unless treated properly, the leachate poses a serious threat to the environment and to public health. In this study, the use of an engineered system consisting of an up-flow anaerobic sludge blanket reactor and a vertical flow subsurface constructed wetland for the treatment of landfill leachate was investigated. The leachate obtained from a landfill facility in Aksaray, Turkey was fed into both systems and laboratory tests showed that, over the 6-week study period, the systems were able to efficiently remove chemical oxygen demand (88.6 %) and total nitrogen (80.7 %). The results of this study suggested that Typha angustifolia significantly increased the removal of total nitrogen. The higher ammonia removal occurred in the anaerobic system and also the removal efficiency increased in planted bed, it is presumed to be the result of the ammonia nitrogen uptake by the roots of the plant.
Rocznik
Strony
129--137
Opis fizyczny
Bibliogr. 31 poz., rys., wykr., tab.
Twórcy
  • Department of Environmental Engineering, Engineering Faculty, Aksaray University, 68100, Aksaray, Turkey, phone +90 382 288 3605, fax 90 382 288 2298
Bibliografia
  • [1] Miao L, Yang G, Tao T, Peng Y. J Environ Manage. 2019;235:178-85. DOI: 10.1016/j.jenvman.2019.01.057.
  • [2] Eskandari M, Homaee M, Mahmoodi S, Pazira E, Van Genuchten MTh. Environ Sci Pollut Res. 2015;22:7754-65. DOI: 10.1007/s11356-015-4182-7.
  • [3] Talalaj AI. Int J Environ Sci Technol. 2015;12:2791-800. DOI: 10.1007/s13762-014-0661-5.
  • [4] Sujetovienè G, Smilgaitis P, Dagiliūtè R, Žaltauskaitè J. Waste Manage. 2019;85:60-5. DOI: 10.1016/j.wasman.2018.12.017.
  • [5] Islam M, Wai A, Hausner G, Yuan Q. J Environ Manage. 2019;233:400-9. DOI: 10.1016/j.jenvman.2018.12.045.
  • [6] Baderna D, Caloni F, Benfenati E. Environ Int. 2019;122:21-30. DOI: 10.1016/j.envint.2018.11.024.
  • [7] Poblete R, Oller I, Maldonado MI, Cortes E. J Environ Manage. 2019;232:45-51. DOI: 10.1016/j.jenvman.2018.11.030.
  • [8] Berenjkar P, Islam M, Yuan Q. Int J Environ Sci Technol. 2019;16:2465-74. DOI: 10.1007/s13762-018-1889-2.
  • [9] Kurniawan TA, Lo W-H, Chan GYS. J Hazard Mater B. 2006;129:80-100. DOI: 10.1016/j.jhazmat.2005.08.010.
  • [10] Nair AT, Senthilnathan J, Nagendra SMS. J Water Proc Eng. 2019;28:322-30. DOI: 10.1016/j.jwpe.2019.02.017.
  • [11] Dia O, Drogui P, Buelna G, Dubé R. Waste Manage. 2018;75:391-9. DOI: 10.1016/j.wasman.2018.02.016
  • [12] Tripathy BK, Kumar M. J Environ Chem Eng. 2017;5:6165-78. DOI: 10.1016/j.jece.2017.11.039.
  • [13] Liu Z, Duan X, Zhan P, Liu R, Nie F. Int J Environ Sci Technol. 2017;14:2507-18. DOI: 10.1007/s13762-017-1338-7.
  • [14] Liu M, Yang Q, Peng Y, Liu T, Xiao H, Wang ST. J Ind Eng Chem. 2015;32:63-71. DOI: 10.1016/j.jiec.2015.07.017
  • [15] Katsoni A, Mantzavinos D, Diamadopoulos E. Water Res. 2014;57:76-86. DOI: 10.1016/j.watres.2014.03.010.
  • [16] Govahi S, Karimi-Jashni A, Derakhshan M. Int J Environ Sci Technol. 2012;9:145-51. DOI: 10.1007/s13762-011-0021-7.
  • [17] Chen C, Liang J, Yoza BA, Li QX, Zhan Y, Wang Q. Bioresour Technol. 2017;243:620-7. DOI: 10.1016/j.biortech.2017.06.171.
  • [18] Bohdziewicz J, Kwarciak A. Desalination. 2008;222:128-34. DOI: 10.1016/j.desal.2007.01.137.
  • [19] Ye J, Mu Y, Cheng X, Sun D. Bioresour Technol. 2011;102:5498-503. DOI: 10.1016/j.biortech.2011.01.001.
  • [20] Sun H, Peng Y, Shi X. Bioresour Technol. 2015;177:337-45. DOI: 10.1016/j.biortech.2014.10.152.
  • [21] Lin C-Y, Chang F-Y, Chang C-H. Bioresour Technol. 2000;73:175-88. DOI: 10.1016/S0960-8524(99)00166-2.
  • [22] Williams JB. Crit Rev Plant Sci. 2002;21:607-35. DOI: 10.1080/0735-260291044386.
  • [23] Dierks S. Water Sci Technol. 2001;44:477-83. DOI: 10.2166/wst.2001.0869.
  • [24] Boumaza S, Yenounne A, Hachi W, Kaouah F, Bouhamidi Y, Trar M. Int J Environ Res. 2018;12:561-73. DOI: 10.1007/s41742-018-0111-1.
  • [25] Callaway RM, Ridenour WM. Front Ecol Environ. 2004;2:436-43. DOI: 10.1890/1540-9295(2004)002[0436:NWISAT]2.0.CO;2
  • [26] Angeloni NL, Jankowski KJ, Tuchman NC, Kelly JJ. FEMS Microbiol Lett. 2006;263:86-92. DOI: 10.1111/j.1574-6968.2006.00409.x.
  • [27] Ogata Y, Ishigaki T, Ebie Y, Sutthasil N, Chiemchaisri C, Yamada M. Waste Manage. 2015;44:164-71. DOI: 10.1016/j.wasman.2015.07.019.
  • [28] Yalcuk A, Ugurlu A. Bioresour Technol. 2009;100:2521-6. DOI: 10.1016/j.biortech.2008.11.029.
  • [29] Nivala J, Hoos MB, Cross C, Wallace S, Parkin G. Sci Total Environ. 2007;380:19-27. DOI: 10.1016/j.scitotenv.2006.12.030.
  • [30] Feo De G. J Environ Sci Health A. 2007;42(7):1013-20. DOI: 10.1080/10934520701373117.
  • [31] Bilgin M, Şimşek İ, Tulun Ş. Ecol Eng. 2014;70:362–65. DOI: 10.1016/j.ecoleng.2014.06.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e39eb50e-7a82-48ab-ad23-f800f09c1f12
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