Liu Huaguang, Zhou Xingyu, Zhang Chaoshen, Zhang Jinsong
School of Civil Engineering, Guangzhou University 510006 Guangzhou China.
Shenzhen Municipal Wastewater Treatment and Recycling Engineering Laboratory, Shenzhen Water (Group) Co. Ltd. 518031 Guangdong China
RSC Adv. 2019 Dec 2;9(68):39572-39581. doi: 10.1039/c9ra07966a.
Resourceful disposal of landfill leachate has always been an intractable worldwide problem. This study was conducted to investigate the feasibility of biologically treating a combined waste stream of landfill leachate and high-concentration nitrate nitrogen (high-nitrate) wastewater. Raw landfill leachate was pretreated using anaerobic fermentation and ammonia stripping to improve biodegradability. The control sequencing batch reactor (SBR, named R0) was fed only with synthetic high-nitrate wastewater with sodium acetate as the carbon source, whereas the other experimental SBR (named R1) was loaded with mixtures containing leachates. Excessive increase in leachate adversely affected the cotreatment, and it was concluded that the landfill leachate volume ratio should never exceed 7.5% of the total wastewater (14% of the initial COD) based on further batch experiments. The maximum specific denitrification rate of 58.05 mg NO -N (gVSS h) was attained in R1, while that of 32.32 mg NO -N (gVSS h) was obtained in R0. Illumina MiSeq sequencing revealed that adding landfill leachate did not change the fact that , , and dominant in the sodium acetate supported the denitrification systems, but led to the adjustment of their relative abundance. Moreover, the G, K, S, and B denitrifying genes exhibited increased abundance by 138-980% in the cotreated system, which was confirmed by q-PCR analyses. These findings reveal that the denitrification efficiency of activated sludge in SBR cotreated with landfill leachate and high-nitrate wastewater significantly improved, and this may contribute toward the understanding of the molecular mechanisms of biological denitrification under the blending treatment of leachate and high-nitrate wastewater.
填埋场渗滤液的妥善处置一直是一个全球性的棘手问题。本研究旨在探讨生物处理填埋场渗滤液与高浓度硝酸盐氮(高硝酸盐)废水混合废物流的可行性。原填埋场渗滤液采用厌氧发酵和氨吹脱预处理以提高其生物降解性。对照序批式反应器(SBR,命名为R0)仅投喂以乙酸钠为碳源的合成高硝酸盐废水,而另一个实验性SBR(命名为R1)则加载含有渗滤液的混合物。渗滤液的过量增加对共处理产生不利影响,基于进一步的批次实验得出结论,填埋场渗滤液体积比不应超过总废水的7.5%(初始化学需氧量的14%)。R1中获得的最大比反硝化速率为58.05 mg NO₃⁻-N/(gVSS·h),而R0中为32.32 mg NO₃⁻-N/(gVSS·h)。Illumina MiSeq测序显示,添加填埋场渗滤液并没有改变在乙酸钠支持的反硝化系统中 、 和 占主导地位这一事实,但导致了它们相对丰度的调整。此外,通过q-PCR分析证实,在共处理系统中,G、K、S和B反硝化基因的丰度增加了138 - 980%。这些发现表明,在与填埋场渗滤液和高硝酸盐废水共处理的SBR中,活性污泥的反硝化效率显著提高,这可能有助于理解渗滤液和高硝酸盐废水混合处理下生物反硝化的分子机制。