LIXue-mei,MAYan-qi,LIYao.Risk Assessment of PCBs and PCDD/Fs in Digested Sludge and Thermal Drying Sludge[J].China Water & Wastewater,2024,40(7):91-97.
消化和热干化污泥中多氯联苯和二口恶英风险评估
- Title:
- Risk Assessment of PCBs and PCDD/Fs in Digested Sludge and Thermal Drying Sludge
- Keywords:
- sewage treatment plant; anaerobic digestive sludge; thermal drying sludge; polychlorinated biphenyls (PCBs); dioxins (PCDD/Fs); risk assessment
- 摘要:
- 采用同位素稀释法的高分辨气相色谱-质谱仪测定了厌氧消化污泥和热干化污泥中多氯联苯(PCBs)及二口恶英(PCDD/Fs)的浓度,并结合发光菌急性毒性实验,评估了厌氧消化污泥和热干化污泥的生态风险。结果表明,二口恶英类多氯联苯(DL-PCBs)和PCDD/Fs的毒性当量(TEQs,以干泥计)为1.50~32.50 pg/g,低于欧盟设定的限值(100 pg/g)。其中,PCB 28和PCB 118分别是指示性PCBs(I-PCBs)和DL-PCBs中浓度最高的物质。热干化污泥中的PCB 28及PCB 180浓度均与I-PCBs浓度呈显著正相关(P<0.05)。厌氧消化污泥中的PCDD/Fs组成变化较大,在样品S1~S6中,八氯代二苯并呋喃(OCDF)的浓度最高,占比为66.2%~88.9%,其余样品中八氯代二苯并二口恶英(OCDD)的浓度占比最大。污泥龄是影响PCDD/Fs浓度的主要因素。与厌氧消化污泥不同,热干化污泥均以OCDD为主。发光菌急性毒性实验结果表明,厌氧消化污泥和热干化污泥的水溶液在15 min时对费氏弧菌的半数有效浓度(EC50)分别为76.3和30.4 g/L,30 min时分别为21.6和12.5 g/L。热干化污泥对费氏弧菌的抑制率高于厌氧消化污泥,与TEQs(DL-PCBs+PCDD/Fs)的结果相反,表明在评估污泥生态风险时,单一的化学物质分析不能全面反映污泥的生态风险,需要综合考虑多种因素。
- Abstract:
- This paper determined the concentrations of polychlorinated biphenyls (PCBs) and dioxins (PCDD/Fs) in anaerobic digestive sludge and thermal drying sludge by isotope-dilution high-resolution gas chromatography-tandem high-resolution mass spectrometry, and assessed their the ecological risk by acute toxicity test of photoluminescence bacteria. The toxic equivalents (TEQs) of dioxin-like PCBs (DL-PCBs) and PCDD/Fs ranged from 1.50 pg/g to 32.50 pg/g (measured in dry sludge), which were lower than the standard value of 100 pg/g set by the European Union. Among them, PCB 28 and PCB 118 were the most abundant substances in indicative PCBs (I-PCBs) and DL-PCBs, respectively. The concentrations of PCB 28 and PCB 180 in thermal drying sludge were significantly positively correlated with the concentration of I-PCBs (P<0.05). The composition of PCDD/Fs in anaerobic digestive sludge varied greatly. Octachlorodibenzofuran (OCDF) had the highest concentration in samples S1-S6, accounting for 66.2%-88.9%, while octachlorodibenzodioxin (OCDD) had the highest concentration in other samples. Sludge age was the main factor affecting the concentration of PCDD/Fs. Different from anaerobic digestive sludge, OCDD was dominant in the thermal drying sludge. The results of acute toxicity test showed that the 50% effective concentrations (EC50) of anaerobic digestive sludge and thermal drying sludge against Vibrio fischeri were 76.3 g/L and 30.4 g/L at 15 min and 21.6 g/L and 12.5 g/L at 30 min, respectively. The inhibition rate of thermal drying sludge against Vibrio fischeri was higher than that of anaerobic digestive sludge, which was contrary to the results of TEQs(DL-PCBs+PCDD/Fs). Therefore, a single chemical analysis could not fully reflect the ecological risk of sludge, and multiple factors should be comprehensively considered.
相似文献/References:
[1]王 亮.马来西亚Pantai地埋式污水厂环网供配电结构设计[J].中国给水排水,2018,34(22):63.
WANG Liang.Power Supply and Distribution Structure Design of Ring Network for Pantai Underground Wastewater Treatment Plantin Malaysia[J].China Water & Wastewater,2018,34(7):63.
[2]侯晓庆,邓 磊,高海英,等.MBR工艺在神定河污水处理厂升级改造工程中的应用[J].中国给水排水,2018,34(22):66.
HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(7):66.
[3]邱明海.北京市垡头污水处理厂改扩建工程设计技术方案[J].中国给水排水,2018,34(20):13.
QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(7):13.
[4]郝二成,郭毅,刘伟岩,等.基于数学模拟的污水厂运行分析——建模与体检[J].中国给水排水,2020,36(15):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Modeling and Examination[J].China Water & Wastewater,2020,36(7):23.
[5]张月,王阳,张宏伟,等.阳泉市污水处理二期工程BARDENPHO工艺设计和运行[J].中国给水排水,2020,36(16):64.
ZHANG Yue,WANG Yang,ZHANG Hong-wei,et al.Design and Operation of BARDENPHO Process in Phase Ⅱ Project of Yangquan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(7):64.
[6]祝新军,蔡芝斌,姚斌,等.绍兴污水处理厂气浮设备的优化改造[J].中国给水排水,2020,36(16):101.
ZHU Xin-jun,CAI Zhi-bin,YAO Bin,et al.Optimization and Modification of Air Floatation Equipment in Shaoxing Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(7):101.
[7]王文明,杨淇椋,蔡依廷,等.MSBR工艺在高排放标准污水处理厂的应用[J].中国给水排水,2020,36(16):111.
WANG Wen-ming,YANG Qi-liang,CAI Yi-ting,et al.Application of MSBR Process in Wastewater Treatment Plant with Stringent Discharge Standard[J].China Water & Wastewater,2020,36(7):111.
[8]郝二成,郭毅,刘伟岩,等.基于数学模拟的污水厂运行分析——控制与优化[J].中国给水排水,2020,36(17):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Control and Optimization[J].China Water & Wastewater,2020,36(7):23.
[9]王阳,张月,王晓康,等.高排放标准下的改良AAO+深度处理工程案例[J].中国给水排水,2020,36(18):56.
WANG Yang,ZHANG Yue,WANG Xiao-kang,et al.Project Case of Modified AAO and Advanced Treatment Process under High Emission Standards[J].China Water & Wastewater,2020,36(7):56.
[10]郑枫,慕杨,孙逊.MBR工艺用于山东省某污水处理厂扩建工程[J].中国给水排水,2020,36(18):81.
ZHENG Feng,MU Yang,SUN Xun.MBR Process Used in Expansion Project of a Sewage Treatment Plant in Shandong Province[J].China Water & Wastewater,2020,36(7):81.