Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, 95125, Catania, Italy.
Department of Civil Engineering and Architecture, University of Catania, Viale A. Doria 6, 95125, Catania, Italy.
Sci Total Environ. 2020 Apr 1;711:134663. doi: 10.1016/j.scitotenv.2019.134663. Epub 2019 Nov 22.
In this study, it was assessed the effectiveness to correct for inner filter effect (IFE) the fluorescence spectra of several wastewaters (i.e., primary, secondary and tertiary wastewater effluents) and wastewater-impacted surface waters using a common method based on UV absorbance measurements. In samples of secondary/tertiary wastewater effluents and surface waters, IFE was severe at excitation wavelengths <240 nm, and it was low (4-11%) at excitation wavelengths >340 nm. On the contrary, IFE has always been significant in primary wastewater effluents. After IFE correction, linear relationship was observed between fluorescence and absorbance in dilution series across the full excitation-emission matrix (EEM), although some distortions were still present. Particularly, experimental data showed the presence of static/dynamic quenching of fluorescence due to nitrite/nitrate, which cannot be corrected by IFE correction methods. Indeed, after addition of different nitrate/nitrite concentrations in wastewater (3-40 mg/L as N), the estimated static/dynamic quenching error (QE) after IFE correction was often >20% for tyrosine and tryptophan-like fluorescence measured at excitation <240 nm. However, the QE was low (<5-10%) for fluorescence measured at excitation >240 nm. Overall, the QE increased with the increase of nitrite/nitrate concentration in wastewater. Total suspended solids (TSS) (i.e., particulate organic matter) in water produced intense fluorescence peaks in the tyrosine-like and tryptophan-like region of EEM, and TSS increased the absorbance values at all the excitation wavelengths of the UV-visible absorption spectra in unfiltered samples compared to 0.7 μm filtered samples. On the contrary, tertiary effluents employing full scale sand filtration (TSS < 2-4 mg/l) had similar UV absorbance and fluorescence spectra to 0.7 μm filtered samples. Finally, it was observed that uncorrected fluorescence intensities in the humic-like region of EEM were similar in both filtered and unfiltered samples, and it was independent of TSS concentration, dilution factor and water quality.
在这项研究中,评估了使用基于紫外吸光度测量的常用方法校正几种废水(即初级、二级和三级废水)和受废水影响的地表水的内滤效应(IFE)的效果。在二级/三级废水和地表水的样品中,在激发波长<240nm 时,IFE 非常严重,而在激发波长>340nm 时,IFE 则较低(4-11%)。相反,IFE 始终在初级废水中显著。IFE 校正后,在整个激发-发射矩阵(EEM)的稀释系列中观察到荧光与吸光度之间呈线性关系,尽管仍存在一些扭曲。特别是,实验数据表明,由于亚硝酸盐/硝酸盐的存在,荧光存在静态/动态猝灭,IFE 校正方法无法校正。事实上,在向废水中添加不同浓度的硝酸盐/亚硝酸盐(3-40mg/L 作为 N)后,在激发<240nm 时测量的酪氨酸和色氨酸样荧光的校正后静态/动态猝灭误差(QE)经常>20%。然而,对于在激发>240nm 时测量的荧光,QE 较低(<5-10%)。总体而言,QE 随着废水中亚硝酸盐/硝酸盐浓度的增加而增加。水中的总悬浮固体(TSS)(即颗粒有机物)在 EEM 的酪氨酸样和色氨酸样区域产生强烈的荧光峰,并且与 0.7μm 过滤样品相比,TSS 增加了未过滤样品中所有紫外可见吸收光谱激发波长的吸光度值。相比之下,采用全规模砂滤的三级出水(TSS<2-4mg/l)的紫外吸收光谱和荧光光谱与 0.7μm 过滤样品相似。最后,观察到在 EEM 的腐殖质样区域中未校正的荧光强度在过滤和未过滤样品中相似,并且与 TSS 浓度、稀释因子和水质无关。