土壤中石油污染物的脱附过程

文章中主要采用有机溶剂萃取法（OSE）对高浓度石油污染土壤进行修复，经过精馏操作，有效回收原油，建立脱附等温曲线，研究了石油污染物在土壤-有机溶剂两相间的迁移规律。     

Preliminary Assessment of Contaminants in Soft Sediments of the Detroit River

Soft sediments from the Detroit River were analyzed for the USEPA priority pollutants to generally characterize contaminant distribution. Forty-three were detected. Highest heavy metal concentrations were found in the Trenton Channel and immediately downstream of Grosse Ile. They ranged from an area mean (N = 2) of 0.19 mg/kg mercury to 338.7 mg/kg zinc (dry weight). Polynuclear aromatic hydrocarbons ranged from 0.1 mg/kg to 38.8 mg/kg (mean, N = 2) with the highest levels near Grosse Ile. PCBs ranged from 0.015 mg/kg to 1.7 mg/kg (mean, N = 2). Organochlorine pesticides were not detected except for a trace of heptachlor in one sample. Sediment contamination in the Detroit River is widespread with higher concentrations on the U.S. side downstream of the Rouge River and in the Trenton Channel. The significance of these in-place pollutants to biota and as a source to Lake Erie is still unknown.     

四种国民常用饮水中非挥发性有机物及其致突变活性的比较研究

比较我国居民常用饮水种类自来水、净化水(自来水经净水器过滤)、凉开水(自来水经煮沸后冷却)、纯净水(自来水经以反渗透为主的多重工艺处理)的非挥发性有机物(NOP)污染状况及其致突变活性。结果表明,四种水中检测到的NOP种类分别为自来水39种,净化水40种,凉开水20种,纯净水8种;毛细色谱显示的NOP总丰面积值依次为5.62×109,5.57×109,2.65×109,1.87×109。四种水的移码型及碱基置换型致突变活性依次为:自来水>净化水>凉开水>纯净水,其中自来水在相当1L、2L、4L水量的剂量均为阳性致突变活性,而纯净水在同样的剂量均为阴性。     

MOFs复合材料催化降解水中有机污染物的应用研究进展

金属有机框架材料（MOFs）具有比表面积较高、孔径尺寸可调、结构可设计和可以功能化的特点，近年来受到广泛关注，尤其是基于MOFs的复合材料在催化降解水中有机污染物的作用越来越突出，这是近年来MOFs的一个重要研究方向。本文综述了MOFs复合材料在催化降解水中有机污染物领域的研究情况；介绍了MOFs及其特性；说明了MOFs复合材料的负载方式；总结了MOFs复合材料在催化降解水中有机污染物方面的应用。同时，阐述了MOFs复合材料催化降解水中有机污染物的机理及其存在的问题。最后，提出未来MOFs复合材料在催化降解水中有机污染物的研究方向是合成形貌多样、结晶性能好的新型高稳定性材料以及开发新的MOFs及其复合材料的制备方法。     

湿法腈纶生产的含腈废水处理实验研究

采用不同方法对湿法腈纶废水进行预处理，比较了它们的处理效果和特点。研究中使用的菌种预处理方法达到了理想的效果，废水中大分子有机污染物被迅速、高效地分解为挥发性脂肪酸和氨氮等，为后续的接触氧化以及反硝化创造了良好的条件，COD和TKN的总去除率分别为92％和85％，最终出水达到或优于行业二级排放标准。     

Carbon materials and catalytic wet air oxidation of organic pollutants in wastewater

The use of carbon materials as catalytic support or direct catalyst in catalytic wet air oxidation (WAO) of organic pollutants is reviewed. The discussion covers important engineering aspects including the characterisation, activity and stability of carbon catalysts, process performance, reaction kinetics and reactor modelling. Recommendations for further research in catalytic WAO are outlined.     

光催化氧化法降解有机污染物影响因素及其效率提高途径

分析了催化剂类型、污染物性质、反应条件等因素对光催化氧化法降解有机污染物的影响,从催化剂改性、高效光催化氧化反应器及光催化与其他技术联用等方面探讨了提高光催化氧化效率的途径,展望了光催化氧化法发展前景及其工业化应用时需解决的关键问题。     

Decreasing trends in total suspended solids and cumulative effects of nonpoint source projects in the Cuyahoga River Watershed,OH

Using the US EPA’s Grants Reporting and Tracking System (GRTS), we test if completion of best management practices (BMPs) through the Clean Water Act Section (4)319 National Nonpoint Source Program was associated with a decreasing trend in total suspended solids (TSS) load (metric tons/year). The study area chosen had 21 completed projects in the Cuyahoga River watershed in northeastern Ohio from 2000 to 2018. The 4319 projects ranged from dam removal, floodplain/wetland restoration to stormwater projects. There was an overall decreasing trend in TSS loads. We identified three phases of project implementation and completion, where phase 1 had ongoing projects, but none completed (2000–2004). The steepest decrease in loads, identified as phase 2 (2005–2011), was associated with completion of low-head dam modification and removal projects on the mainstem of the Cuyahoga River. A likely decreasing trend was associated with projects completed in the tributaries, such as natural channel design restoration and stormwater green infrastructure (phase 3). Pairing sediment reduction estimates from projects with the river’s flow normalized TSS loading trend, we estimated that the 4319 effort may account for a small fraction of the TSS load reduction. Other stream restoration projects (non-4319) have also been done in the Cuyahoga watershed by other organizations. However, trying to compile these other projects is challenging in larger watersheds having multiple municipalities, agencies, and nonprofits doing restoration without better coordinated record keeping and monitoring. While a decreasing trend in a pollutant load is a desirable water quality outcome, determining what contributed to that trend remains difficult.     

渭河干流关中段季节性水环境容量研究

针对季节性河流流量具有周期性变化的特点,采用季节性污水排放计划(SDP)的季节划分方法,提出季节性河流水环境容量计算方法。以渭河干流关中段为例,将一年划分为旱雨两季,利用一维水质模型计算8个季节划分方案和1个对照方案在50%、75%和90%保证率下的水环境容量。研究结果表明:在相同保证率下,分季节计算的渭河干流关中段COD和NH3-N环境容量分别是传统环境容量计算方法的1.17~1.59倍和1.25~1.79倍,表明分季节计算的河流水环境容量明显大于以年为单位计算的河流水环境容量。     

城市不同水体表观特征污染物及污染类型识别

选择苏州市区河网为研究对象,经过为期近3年的广域布点采样,选取DO,温度,p H,CODMn,S2-,浊度,Chl-a,UV254等作为水质监测指标,通过对各指标累计频率分布及其变化趋势的统计分析,识别出不同污染水体的主要表观特征污染物,并依此对水体污染类型进行了划分界定。结果表明:监测指标UV254值、浊度与ρ(CODMn)的比值、ρ(S2-)和ρ(Chl-a)对不同污染水体有很好的区分度,可作为表观特征污染物指标;将污染水体分为4种类型:有机主导型、无机主导型、营养主导型和混合型,前3种类型的主要筛选条件分别为UV254值·ρ(S2-)·1 000大于10 cm-1·(mg/L)、浊度与ρ(CODMn)的比值大于15 NTU/(mg/L)和ρ(Chl-a)20μg/L;利用该条件对6条定点监测河流污染类型进行初步划分。