Zheng Fanping, Zhao Yue, Li Zhiqi, Tan Chaoquan, Pan Jing, Fan Linlin, Xiao Lu, Hou Wanyuan
College of Life Science, Shenyang Normal University, Shenyang 110034, China E-mail:
Water Sci Technol. 2018 Aug;78(1-2):329-338. doi: 10.2166/wst.2018.302.
This study investigated matrix oxidation-reduction potential (ORP), nitrogen removal, NO emission and nitrogen removal functional gene abundance in three subsurface wastewater infiltration systems (SWISs), named SWIS A (without aeration or shunt distributing wastewater), SWIS B (with shunt distributing wastewater) and SWIS C (with intermittent aeration and shunt distributing wastewater) under different shunt ratios. Aerobic conditions were produced at a depth of 50 cm and anoxic or anaerobic conditions were not changed at depths of 80 and 110 cm by aeration in SWIS C. High average removal rates of chemical oxygen demand (COD) (83.1% for SWIS B, 90.9% for SWIS C), NH-N (74.3% for SWIS B, 90.8% for SWIS C) and total nitrogen (TN) (61.1% for SWIS B, 87.9% for SWIS C) were obtained under shunt ratios of 1:3 and 1:2 for SWIS B and C, respectively. The lowest NO emission rate (28.4 mg/(m d)) and highest nitrogen removal functional gene abundances were achieved in SWIS C under a 1:2 shunt ratio. The results suggested intermittent aeration and shunt distributing wastewater combined strategy would enhance nitrogen removal and reduce NO emission for SWISs.
本研究调查了三个地下污水渗滤系统(SWIS),即SWIS A(无曝气或分流配水)、SWIS B(有分流配水)和SWIS C(有间歇曝气和分流配水)在不同分流比下的基质氧化还原电位(ORP)、氮去除、NO排放和氮去除功能基因丰度。通过SWIS C中的曝气,在50 cm深度处产生好氧条件,而在80 cm和110 cm深度处的缺氧或厌氧条件未改变。在SWIS B和C的分流比分别为1:3和1:2的情况下,化学需氧量(COD)(SWIS B为83.1%,SWIS C为90.9%)、NH-N(SWIS B为74.3%,SWIS C为90.8%)和总氮(TN)(SWIS B为61.1%,SWIS C为87.9%)均获得了较高的平均去除率。在1:2的分流比下,SWIS C实现了最低的NO排放率(28.4 mg/(m²·d))和最高的氮去除功能基因丰度。结果表明,间歇曝气和分流配水相结合的策略将提高SWIS的氮去除率并减少NO排放。