@article { WOS:000436215600065,
	title = {Performance of single-pass and by-pass multi-step multi-soil-layering systems for low-(C/N)-ratio polluted river water treatment},
	journal = {CHEMOSPHERE},
	volume = {206},
	year = {2018},
	month = {SEP},
	pages = {579-586},
	abstract = {Two kinds of hybrid two-step multi-soil-layering (MSL) systems loaded with different filter medias (zeolite-ceramsite MSL-1 and ceramsite-red clay MSL-2) were set-up for the low-(C/N)-ratio polluted river water treatment. A long-term pollutant removal performance of these two kinds of MSL systems was evaluated for 214 days. By-pass was employed in MSL systems to evaluate its effect on nitrogen removal enhancement. Zeolite-ceramsite single-pass MSL-1 system owns outstanding ammonia removal capability (24 g NH4+-Nm(-2)d(-1)), 3 times higher than MSL-2 without zeolite under low aeration rate condition (0.8 x 10(4) L m(-2).h(-1)). Aeration rate up to 1.6 x 10(4) L m(-2).h(-1) well satisfied the requirement of complete nitrification in first unit of both two MSLs. However, weak denitrification in second unit was commonly observed. By-pass of 50\% influent into second unit can improve about 20\% TN removal rate for both MSL-1 and MSL-2. Complete nitrification and denitrification was achieved in by-pass MSL systems after addition of carbon source with the resulting C/N ratio up to 2.5. The characters of biofilms distributed in different sections inside MSL-1 system well illustrated the nitrogen removal mechanism inside MSL systems. Two kinds of MSLs are both promising as an appealing nitrifying biofilm reactor. Recirculation can be considered further for by-pass MSL-2 system to ensure a complete ammonia removal. (C) 2018 Elsevier Ltd. All rights reserved.},
	issn = {0045-6535},
	doi = {10.1016/j.chemosphere.2018.05.035},
	author = {Wei, Cai-jie and Wu, Wei-zhong}
}
