以3座北京市某区代表性区级污水处理厂为研究对象,综合《城镇水务系统碳核算与减排路径技术指南》、《污水处理厂低碳运行评价技术规范》和《IPCC 2006年国家温室气体清单指南2019修订版》碳排放核算方法,采用定量统计、相关性分析及敏...以3座北京市某区代表性区级污水处理厂为研究对象,综合《城镇水务系统碳核算与减排路径技术指南》、《污水处理厂低碳运行评价技术规范》和《IPCC 2006年国家温室气体清单指南2019修订版》碳排放核算方法,采用定量统计、相关性分析及敏感性分析等手段对污水处理厂正常运行状态下碳排放核算和影响因素进行特征分析和规律识别,并提出针对性减排路径建议。结果表明:C厂C-TECH工艺的吨水碳排放强度为三厂最低1.35 kg CO_(2)eq·m^(−3),处于我国较低水平,接近“双碳”目标要求;而B厂改良SBR工艺的单位污染去除碳排放强度较小,其COD碳排放强度为3.16 t CO_(2)eq·t^(−1),TN碳排放强度为36.44 t CO_(2)eq)·t^(−1),TP碳排放强度为176.69 t CO_(2)eq·t^(−1),处于我国中上水平,从效能角度更接近“双碳”目标要求。不同工艺产生的温室气体、进水水质波动及用电消耗导致三厂碳排放强度上存在差异,但各工艺的主排碳因子均为间接碳排放(A厂、B厂和C厂中分别占73%、59%和59%),间接碳排放的主贡献因子为电力消耗(A厂、B厂和C厂中分别占33%、40%和40%)。相关性分析发现,各水厂碳排放强度还与N_(2)O造成的直接碳排放有较大相关性,3座水厂年排放N_(2)O 2.48×10^(4)t CO_(2)eq,A厂、B厂和C厂中相关性系数值分别达到0.68、0.87、0.66。敏感性分析表明,整体碳排放强度对电力消耗、N_(2)O排放和药耗的变化更为敏感,药耗中葡萄糖溶液和多效高分子除磷剂对碳排放强度影响较大。以上结果表明,北京区级污水处理厂应从优化曝气系统、水泵效能等节电措施和调整水厂加药模式等节药措施上实现减排。展开更多
The presence of perfluorinated compounds(PFCs)in seven major wastewater treatment plants(WWTPs)in Beijing was investigated in the current study.We detected nine PFCs in all the wastewater and sludge samples.Perfluoroo...The presence of perfluorinated compounds(PFCs)in seven major wastewater treatment plants(WWTPs)in Beijing was investigated in the current study.We detected nine PFCs in all the wastewater and sludge samples.Perfluorooctane acid(PFOA)is the dominant PFCs in influents and effluents,while perfluorooctane sulfonate(PFOS)is the major contaminant in sludge.The highest PFC concentration was found in plants at Qinghe and Jiuxianqiao WWTP,while the lowest was found at Fangzhuang WWTP.The total values of PFC range from 2.88 to 176 ng/L in influents,from 5.48 to 498 ng/L in effluents,and from 1.21 to 32.0 ng/g(dry wt)in sludge.The fact that effluents usually contain higher levels of PFCs than influents suggests that additional PFCs are produced during the wastewater treatment processes.However,PFOS decreases in effluents than in influents in 62%of the water samples.This may be due to the adsorption and removal of the sludge during the active process.Perfluoroalkyl carboxylates(PFCAs)were found significantly correlated with each other in the effluents,which may indicate their similar sources or the existence of their potential precursors in the wastewater or treatment processes.The mass flows of PFC discharges into WWTPs are 0.4–51.4 mg/day,and the mass flows of PFCs in effluents exceed those in influents by 127%.Domestic and commercial wastewaters are suggested to be the major sources of PFC pollution in WWTPs in Beijing.展开更多
文摘以3座北京市某区代表性区级污水处理厂为研究对象,综合《城镇水务系统碳核算与减排路径技术指南》、《污水处理厂低碳运行评价技术规范》和《IPCC 2006年国家温室气体清单指南2019修订版》碳排放核算方法,采用定量统计、相关性分析及敏感性分析等手段对污水处理厂正常运行状态下碳排放核算和影响因素进行特征分析和规律识别,并提出针对性减排路径建议。结果表明:C厂C-TECH工艺的吨水碳排放强度为三厂最低1.35 kg CO_(2)eq·m^(−3),处于我国较低水平,接近“双碳”目标要求;而B厂改良SBR工艺的单位污染去除碳排放强度较小,其COD碳排放强度为3.16 t CO_(2)eq·t^(−1),TN碳排放强度为36.44 t CO_(2)eq)·t^(−1),TP碳排放强度为176.69 t CO_(2)eq·t^(−1),处于我国中上水平,从效能角度更接近“双碳”目标要求。不同工艺产生的温室气体、进水水质波动及用电消耗导致三厂碳排放强度上存在差异,但各工艺的主排碳因子均为间接碳排放(A厂、B厂和C厂中分别占73%、59%和59%),间接碳排放的主贡献因子为电力消耗(A厂、B厂和C厂中分别占33%、40%和40%)。相关性分析发现,各水厂碳排放强度还与N_(2)O造成的直接碳排放有较大相关性,3座水厂年排放N_(2)O 2.48×10^(4)t CO_(2)eq,A厂、B厂和C厂中相关性系数值分别达到0.68、0.87、0.66。敏感性分析表明,整体碳排放强度对电力消耗、N_(2)O排放和药耗的变化更为敏感,药耗中葡萄糖溶液和多效高分子除磷剂对碳排放强度影响较大。以上结果表明,北京区级污水处理厂应从优化曝气系统、水泵效能等节电措施和调整水厂加药模式等节药措施上实现减排。
基金the support from the National Natural Science Foundation of China(20907063,20837003&20890111)the High-Technology Research and Development Program of China(2007AA06Z405)+1 种基金Major Research Program of Chinese Academy of Sci-ences(KZCX2-YW-420-1)the National Basic Research Program of China(2009CB421605)
文摘The presence of perfluorinated compounds(PFCs)in seven major wastewater treatment plants(WWTPs)in Beijing was investigated in the current study.We detected nine PFCs in all the wastewater and sludge samples.Perfluorooctane acid(PFOA)is the dominant PFCs in influents and effluents,while perfluorooctane sulfonate(PFOS)is the major contaminant in sludge.The highest PFC concentration was found in plants at Qinghe and Jiuxianqiao WWTP,while the lowest was found at Fangzhuang WWTP.The total values of PFC range from 2.88 to 176 ng/L in influents,from 5.48 to 498 ng/L in effluents,and from 1.21 to 32.0 ng/g(dry wt)in sludge.The fact that effluents usually contain higher levels of PFCs than influents suggests that additional PFCs are produced during the wastewater treatment processes.However,PFOS decreases in effluents than in influents in 62%of the water samples.This may be due to the adsorption and removal of the sludge during the active process.Perfluoroalkyl carboxylates(PFCAs)were found significantly correlated with each other in the effluents,which may indicate their similar sources or the existence of their potential precursors in the wastewater or treatment processes.The mass flows of PFC discharges into WWTPs are 0.4–51.4 mg/day,and the mass flows of PFCs in effluents exceed those in influents by 127%.Domestic and commercial wastewaters are suggested to be the major sources of PFC pollution in WWTPs in Beijing.
