用于评价水污染的生物指数

对各国学者所建立的应用较广泛的生物指数作了综述 ,通过分析各种生物指数的优点与缺陷 ,指出了目前建立生物指数方法上的不足 ,并提出了建立生物指数应该采用的更合理的方法。     

Treatment of a dyeing wastewater from a woolen mill using an A/O membrane bio-reactor

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水体沉积物重金属质量基准研究新进展——生物效应数据库法

根据加拿大、美国佛罗里达、澳大利亚、新西兰、中国香港等国家和地区水体沉积物质量基准研究的最新资料 ,综述了目前国际上广泛采用的用于制定沉积物质量基准的新方法——生物效应数据库法 ,介绍了该方法制定基准研究和应用的新进展     

废水中优先控制污染酚的HPLC分离-电化学检测

研究了 HPL C分离 -安培法检测四种优先控制污染酚的色谱条件。在 Shim- pack CL C- ODS柱上 ,以 0 .1mol/L Na H2 PO4 +0 .0 5 mm ol/L EDTA· 2 Na+1% CH3 COOH(p H3.0 ) +5 0 % CH3 OH作流动相 ,氧化电位 +1.0 V检测。工作曲线的线性范围在 0～ 30μg/ml,检测限达 ng/m l     

不同运行策略下厌氧氨氧化的脱氮性能

采用厌氧氨氧化反应器(ASBR)处理模拟生活污水,考察低基质比、降温方式及pH对系统脱氮性能的影响.结果表明,温度为30℃时,控制进水NO_2~--N浓度为(30±0.2)mg·L~(-1),基质比(NO_2~--N/NH_4~+-N)由0.9升至1.4,系统NH_4~+-N和NO_2~--N去除率均值分别从54.4%和65.3%升至95.8%和92.5%;当基质比继续升高至1.6时,NH_4~+-N去除率基本不变,而NO_2~--N去除率降至54.6%,即基质比接近理论值1.32时,其厌氧氨氧化脱氮性能较强.当反应温度一次性从30℃降低至15℃时,NH_4~+-N和NO_2~--N的去除率由97.5%和98.5%分别降至35.2%和40.1%,当采用阶梯式降温方式(30℃→25℃→20℃→15℃)时,NH_4~+-N和NO_2~--N的去除率分别由97.7%和98.6%逐渐降至52.7%和62.4%.控制NO_2~--N/NH_4~+-N为1.4,逐步升高pH由7.7至8.5时,NH_4~+-N和NO_2~--N的去除率先增大后减小,当pH为8.3时系统脱氮性能最佳.     

长期侧流提取对EBPR系统除磷及其磷回收性能的影响

实验采用交替厌氧/好氧(An/O)运行模式的SBR反应器,考察310 d内分3个批次提取侧流比为0、1/4、1/3、1/2的厌氧放磷上清液后EBPR系统的脱氮除磷效果及相应的磷回收性能.结果表明,整个实验阶段系统对COD和氨氮的去除较为稳定,出水均能满足《城镇污水处理厂污染物综合排放标准》一级A标准,总氮去除因厌氧阶段反硝化不断增强有所提升,达标率由88.2%显著上升至98.6%.然而,随着厌氧上清液提取次数的增多,系统释磷能力整体下降,但前两个批次中系统除磷均稳定高效,去除率在90%以上,相应地出水磷达标率大于75%,仅第3批次实验中侧流比为1/2时系统除磷率出现大幅波动,最低降为54.2%,并贡献该批次出水磷不达标率的60%,说明长期提取1/2侧流比不利于主流工艺出水稳定维持.研究还发现,长期进行侧流磷回收实验有利于污泥减量,且对污泥沉降性能影响不大.因此,在EBPR系统内长期提取适当侧流比的厌氧上清液以进行磷回收与主流工艺同步高效脱氮除磷具有可行性.     

我国大气污染源排放清单发展历程和对策建议

为进一步推动我国大气污染源排放清单的发展,详细回顾了我国大气污染源排放清单的发展历程及面临的挑战.我国大气污染源排放清单起步于20世纪80年代,2000年之后尤其是2014年,原环境保护部发布了一系列大气污染源排放清单编制技术指南,使我国大气污染源排放清单工作得到了迅速发展.30多年来基本形成了结合我国实际情况的大气污染源分类、大气污染物排放系数、大气污染物排放量确定方法等大气污染源排放清单相关技术方法.但目前我国尚未建立起排放清单编制的规范化工作程序,国家、省级和城市级环保部门在大气污染源排放清单工作中的分工尚不明晰,清单编制没有融入日常环境管理工作中,现有排放清单工作和研究成果相对分散、缺乏系统性,排放清单对环境管理的支撑作用尚未得到充分发挥.在综合分析了我国大气污染源排放清单取得的进展和面临挑战的基础上,提出如下建议:进一步完善我国大气污染源排放清单技术体系,使排放清单工作制度化、程序化、规范化,明确国家、省级和城市级环保部门在大气污染源排放清单工作中发挥的作用,使大气污染源排放清单成为各级环保部门每年必须完成的工作;进一步推广结合网格化管理、基于区县和乡镇调研的城市大气污染源排放清单编制技术;加强排放清单校核和不确定性分析研究等.      

广西内河及沿海船舶大气污染物排放清单及特征研究

基于广西船舶数量及类型、船舶引擎功率等数据,以广西壮族自治区为例,通过船舶引擎功率法建立广西2020年内河及沿海船舶排放清单,探究广西内河及沿海船舶主要大气污染排放量时空分布,并通过大气扩散模型模拟了船舶大气污染物排放对广西沿海港区大气环境的影响。结果表明：内河船舶中干货船排放占比为35.6%,四等船排放占比为26.07%;沿海船舶中拖船排放占比为44.16%~49.33%,主机、辅机、锅炉排放占比分别为52.39%、21.43%、26.18%;不同工况下,沿海船舶停泊工况SO₂排放占比最高,其余污染物在慢速行驶工况下排放占比最高。2020年广西北部湾海域船舶SO₂、NO_x、HC、CO₂的平均排放强度分别为0.32、2.14、0.07、121.93 t/km²。

     

Insights into multisource sludge distributed in the Yangtze River basin, China: Characteristics, correlation, treatment and disposal

Sludge is the by-product of wastewater treatment process. Multisource sludge can be defined as sludge from different sources. Based on the sludge properties of five typical cities in the Yangtze River basin, including Jiujiang, Wuhu, Lu'an, Zhenjiang and Wuhan, this study investigated and summarized the characteristic variations and distribution differences of multiple indicators and substances from municipal sludge, dredged sludge, and river and lake sediments. The results demonstrated pH of multisource sludge was relatively stable in the neutral range. Organic matter and water content among municipal sludge were high and varied considerably between different wastewater treatment plants. Dredged sludge had an obviously higher sand content and wider particle distribution, which could be considered for graded utilization depending on its size. The nutrients composition of river and lake sediments was usually stable and special, with lower nitrogen and phosphorus content but higher potassium levels. The sources of heavy metals and persistent organic pollutants in multisource sludge were correlated, generally much higher among municipal sludge than dredged sludge and river and lake sediments, which were the most important limitation for final land utilization. Despite various properties of multisource sludge, the final fate and destination have some overall similarities, which need to be supplemented and improved by standards and laws. The study provided a preliminary analysis of suitable technical routes for municipal sludge, dredged sludge, river and lake sediments based on their different characteristics respectively, which was of great significance for multisource sludge co-treatment and disposal in the future of China.     

Anoxic phosphorus removal in a pilot scale anaerobic-anoxic oxidation ditch process

The anaerobic-anoxic oxidation ditch (A²/O OD) process is popularly used to eliminate nutrients from domestic wastewater. In order to identify the existence of denitrifying phosphorus removing bacteria (DPB), evaluate the contribution of DPB to biological nutrient removal, and enhance the denitrifying phosphorus removal in the A²/O OD process, a pilot-scale A²/O OD plant (375 L) was conducted. At the same time batch tests using sequence batch reactors (12 L and 4 L) were operated to reveal the significance of anoxic phosphorus removal. The results indicated that: The average removal efficiency of COD, NH₄⁺, PO₄³⁻, and TN were 88.2%, 92.6%, 87.8%, and 73.1%, respectively, when the steady state of the pilotscale A²/O OD plant was reached during 31–73 d, demonstrating a good denitrifying phosphorus removal performance. Phosphorus uptake took place in the anoxic zone by poly-phosphorus accumulating organisms NO₂⁻ could be used as electron receptors in denitrifying phosphorus removal, and the phosphorus uptake rate with NO₂⁻ as the electron receptor was higher than that with NO₃⁻ when the initial concentration of either NO₂⁻ or NO₃⁻ was 40 mg/L.