Abstract
As a soil filter, the multi-soil-layering (MSL) system has several advantages over some other conventional soil-based systems, including higher hydraulic load rate (HLR) and lower probability of clogging. However, the role of operating factors on the performance of MSL is insufficiently understood, and this limits its further application to some extent. The present paper provides a holistic overview of the crucial operating parameters, including clogging and HLR, aeration, media composition and structure, temperature, and C/N ratio. In particular, clogging and HLR are discussed extensively, since they could cause much greater deterioration over the lifetime of the soil filter than the other factors. There are currently few relevant reports regarding the balance between maintaining the reasonable range of HLR and minimizing less chance of clogging. To fill this research gap, this paper proposes two applicable ways to reduce the opportunity for clogging, namely, system suspension and/or enhanced aeration, which will be time-saving and low cost. In addition, to increase the denitrification capacity of MSL, effluent recirculation is proposed, a novel recommendation based on the municipal wastewater treatment processes, which could also improve the controllability of MSL from the perspective of biochemical reaction.
We’re sorry, something doesn't seem to be working properly.
Please try refreshing the page. If that doesn't work, please contact support so we can address the problem.
References
Attanandana T, Saithiti B, Thongpae S, Kritapirom S, Wakatsuki T (1997) Wastewater treatment study using the Multi-Soil-Layering system. In: Soil Quality Management and Agro-Ecosystem Health. Proceedings of the Fourth International Conference of East and Southeast Asia Federation of Soil Science Societies, Cheju, pp 417–426
Attanandana T, Luanmanee S, Saitthiti B, Panichajakul C, Wakatsuki T (2000) A comparative study of zeolite with other materials as the components of the Multi-Soil layering System for wastewater treatment. In: Proceedings of the Symposium on Managing water and waste in the new millenium, Johannesburg
Carrera J, Vicent T, Lafuente J (2004) Effect of influent COD/N ratio on biological nitrogen removal (BNR) from high-strength ammonium industrial wastewater. Process Biochem 39:2035–2041. doi:10.1016/j.procbio.2003.10.005
Chen X, Sato K, Wakatsuki T, Masunaga T (2007a) Effect of aeration and material composition in soil mixture block on the removal of colored substances and chemical oxygen demand in livestock wastewater using multi-soil-layering systems. Soil Sci Plant Nutr 53:509–516
Chen X, Sato K, Wakatsuki T, Masunaga T (2007b) Effect of structural difference on wastewater treatment efficiency in multi-soil-layering systems: Relationship between soil mixture block size and removal efficiency of selected contaminants. Soil Sci Plant Nutr 53:206–214
Chua H, Yu PH (1997) Hydrodynamic characteristics in aerobic biofilm reactor treating high-strength trade effluent. Appl Biochem Biotechnol 63–65:669–676. doi:10.1007/bf02920466
Couto MCL, Braga FdS, Lange LC (2013) Leachate treatment by rapid infiltration process as an alternative for small towns. Eng Sanit Ambient 18:223–234
Fu J, Yang X-J, Chen R-Q, Luo Y, Wu C-C, Jia H-T, Zhu H-L (2012) Distributed treatment of domestic wastewater using an integrated equipment. Part-I. Pilot study on the treatment of domestic wastewater by sequencing batch biofilm reactor. Energy Educ Sci Technol Part A Energy Sci Res 30:445–458
Garcia J, Aguirre P, Mujeriego R, Huang Y, Ortiz L, Bayona JM (2004) Initial contaminant removal performance factors in horizontal flow reed beds used for treating urban wastewater. Water Res 38:1669–1678. doi:10.1016/j.watres.2004.01.011
Guan YD, Chen X, Zhang S, Luo AC (2012) Performance of multi-soil-layering system (MSL) treating leachate from rural unsanitary landfills. Sci Total Environ 420:183–190. doi:10.1016/j.scitotenv.2011.12.057
Guan Y-D, Xu D-F, Chen X, Luo A-C, Fang H, Song Y-Z (2014) Flow patterns of multi-soil-layering systems. Desalin Water Treat 52:4165–4169. doi:10.1080/19443994.2013.801791
Healy MG, Rodgers M, Mulqueen J (2007) Treatment of dairy wastewater using constructed wetlands and intermittent sand filters. Bioresour Technol 98:2268–2281. doi:10.1016/j.biortech.2006.07.036
Kadam AM, Nemade PD, Oza GH, Shankar HS (2009) Treatment of municipal wastewater using laterite-based constructed soil filter. Ecol Eng 35:1051–1061
Knowles P, Dotro G, Nivala J, García J (2011) Clogging in subsurface-flow treatment wetlands: occurrence and contributing factors. Ecol Eng 37:99–112. doi:10.1016/j.ecoleng.2010.08.005
Luanmanee S, Attanandana T, Masunaga T, Wakatsuki T (2001) The efficiency of a multi-soil-layering system on domestic wastewater treatment during the ninth and tenth years of operation. Ecol Eng 18:185–199
Luanmanee S, Boonsook P, Attanandana T, Saitthiti B, Panichajakul C, Wakatsuki T (2002a) Effect of intermittent aeration regulation of a multi-soil-layering system on domestic wastewater treatment in Thailand. Ecol Eng 18:415–428
Luanmanee S, Boonsook P, Attanandana T, Wakatsuki T (2002b) Effect of organic components and aeration regimes on the efficiency of a multi-soil-layering system for domestic wastewater treatment. Soil Sci Plant Nutr 48:125–134
Luo W, Yang C, He H, Zeng G, Yan S, Cheng Y (2014) Novel two-stage vertical flow biofilter system for efficient treatment of decentralized domestic wastewater. Ecol Eng 64:415–423
Maranon E, Vazquez I, Rodriguez J, Castrillon L, Fernandez Y (2008) Coke wastewater treatment by a three-step activated sludge system. Water Air Soil Pollut 192:155–164. doi:10.1007/s11270-008-9642-y
Massoud MA, Tarhini A, Nasr JA (2009) Decentralized approaches to wastewater treatment and management: Applicability in developing countries. J Environ Manag 90:652–659
Masunaga T, Sato K, Zennami T, Fujii S, Wakatsuki T (2003) Direct treatment of polluted river water by the multi-soil-layering method. J Water Environ Technol 1:97–104
Masunaga T, Sato K, Mori J, Shirahama M, Kudo H, Wakatsuki T (2007) Characteristics of wastewater treatment using a multi-soil-layering system in relation to wastewater contamination levels and hydraulic loading rates. Soil Sci Plant Nutr 53:215–223
Mays DC, Hunt JR (2007) Hydrodynamic and chemical factors in clogging by montmorillonite in porous media. Environ Sci Technol 41:5666–5671. doi:10.1021/es062009s
Pattnaik R, Yost RS, Porter G, Masunaga T, Attanandana T (2007) Improving multi-soil-layer (MSL) system remediation of dairy effluent. Ecol Eng 32:1–10. doi:10.1016/j.ecoleng.2007.08.006
Pattnaik R, Yost RS, Porter G, Masunaga T, Attanandana T (2008) Removing the N and P in dairy effluent using multi-soil-layer (MSL) systems. Appl Eng Agric 24:431–437
Poldvere E, Noorvee A, Karabelnik K, Maddison M, Nurk K, Zaytsev I, Mander U (2010) A case study of the performance of pilot scale light weight aggregates (LWA) based hybrid soil filters in Estonia. Desalination 250(361–367):492. doi:10.1016/j.desal.2009.09.057
Ran N, Agami M, Oron G (2004) A pilot study of constructed wetlands using duckweed (Lemna gibba L.) for treatment of domestic primary effluent in Israel. Water Res 38:2241–2248. doi:10.1016/j.watres.2004.01.043
Rittmann BE, McCarty PL (2002) Environmental biotechnology: principles and applications. Tsinghua Publishing House, Beijing
Sato K, Masunaga T, Wakatsuki T (2005a) Characterization of treatment processes and mechanisms of COD, phosphorus and nitrogen removal in a multi-soil-layering system. Soil Sci Plant Nutr 51:213–221
Sato K, Masunaga T, Wakatsuki T (2005b) Water movement characteristics in a multi-soil-layering system. Soil Sci Plant Nutr 51:75–82
Torrens A, Molle P, Boutin C, Salgot M (2009) Impact of design and operation variables on the performance of vertical-flow constructed wetlands and intermittent sand filters treating pond effluent. Water Res 43:1851–1858. doi:10.1016/j.watres.2009.01.023
US EPA (U.S. Environmental Protection Agency) (2002) On-site Wastewater Treatment Systems Manual. Accessed May 12 2014
US EPA (U.S. Environmental Protection Agency) (2008) Septic (Onsite/Decentralized) Systems. Accessed May 13 2014
Wakatsuki T, Esumi H, Omura S (1993) High performance and N&P removal of an on-site domestic wastewater treatment system by multi-soil-layering method. Water Sci Technol 27:31–40
Wakatsuki T, Luanmanee S, Masunaga T, Attanandana T (2000) High grade on-site treatment of domestic wastewater and polluted river water by Multi-Soil-Layering method. In: Managing Water and Waste in the New Millennium, Proceedings of IWA Conference, Johannesburg
Wei CJ, Zhu Q, Wu WZ, Gao H, Li C (2009) Study of improving nitrogen removal efficiency of two-stage multi-soil-layering filled zeolite in permeable layer. Chin Environ Sci 29:833–838 (in Chinese)
Wilson J, Boutilier L, Jamieson R, Havard P, Lake C (2011) Effects of hydraulic loading rate and filter length on the performance of lateral flow sand filters for on-site wastewater treatment. J Hydrol Eng 16:639–649. doi:10.1061/(ASCE)HE.1943-5584.0000359
Zhu S, Chen S (2002) The impact of temperature on nitrification rate in fixed film biofilters. Aquac Eng 26:221–237
Acknowledgments
The research was partially subsidized by scholarship from Demonstration Base of Water Quality Improvement and Ecosystem Restoration at Lakeside Zone of Taihu Xincheng (2012ZX07101-013-02), and Nanjing University of Information Science and Technology (NUIST, No. 2013x010). The authors also thank the anonymous reviewer and the editor for their valuable comments and constructive suggestions to improve the quality of this paper.
Author information
Authors and Affiliations
Corresponding authors
Rights and permissions
About this article
Cite this article
Guan, Y., Zhang, Y., Zhong, CN. et al. Effect of operating factors on the contaminants removal of a soil filter: multi-soil-layering system. Environ Earth Sci 74, 2679–2686 (2015). https://doi.org/10.1007/s12665-015-4288-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12665-015-4288-8