Peroxymonosulfate-Co(II) oxidation system for the removal of the non-ionic surfactant Brij 35 from aqueous solution

The non-ionic surfactant Brij 35 was effectively removed from concentrated aqueous solution by the peroxymonosulfate/Co(II) system, using oxone (2KHSO₅·KHSO₄·K₂SO₄) as a source of peroxymonosulfate. At pH = 2.3 and initial Brij 35 concentration in the range 680-2410 mg L⁻¹, 86-94% removal was achieved after 24 h, using Co(II) = 15 μM and oxone = 5.9 mM. The effectiveness of removal did not change when initial pH was in the range 2.3-8.2. After five subsequent additions of Co(II) and oxone to the solution, COD and TOC removals increased up to 64% and 33%, respectively. Radical quenching tests confirmed that sulfate radical was the dominant radical species in the system. The main identified by-products from surfactant degradation were: (a) low molecular weight organic acids; (b) aldehydes and formates with shorter ethoxy chain than Brij 35; (c) alcohol ethoxylates carrying hydroxyl groups bonded to ethoxy chain. By-products identification allowed to hypothesize the pathways of Brij 35 degradation.     

旋转填充床中Fenton+O_3氧化降解模拟阿莫西林废水

以旋转填充床(RPB)作为反应装置,研究了Fenton工艺与Fenton+O3工艺处理模拟阿莫西林废水的效果,考察了FeSO4·7H2O的投加量、温度、旋转床转速、液体流量及pH对COD去除率的影响。实验表明,Fenton+O3工艺的COD脱除率及BOD5/COD相对于Fenton工艺分别提升26.7%和140%。该工艺在pH为3、温度为25℃、液体流量30 L/h、气体流量2.5 L/h、转速800 r/min、H2O2的投加量为1 mmol/L及Fe2+投加量为0.4 mmol/L的条件下,100 mg/L的模拟阿莫西林废水中COD的去除率达到57.9%,BOD5/COD从0增加到0.36,满足后续生化处理要求。     

Fate of 14C-ethyl prothiofos insecticide in canola seeds and oils

Canola plants were treated with ¹⁴C- prohiofos under conditions simulating local agricultural practices. ¹⁴C-residues in seeds were determined at different time intervals. At harvest time about 32 % of ¹⁴C-activity was associated with oil. The methanol soluble ¹⁴C-residues accounted for 12 % of the total seed residues after further seeds extraction, while the cake contained about 49 % of the total residues. About 69 % of the ¹⁴C-activity in the crude oil could be eliminated by simulated commercial processes locally used for oil refining. Chromatographic analysis of crude and refined oil revealed the presence of the parent compound together with three metabolites which were identified as prothiofos oxon, O-ethyl phosphorothioate and O-ethyl S-propyl phosphorothioate, besides one unknown compound. While methanol extract revealed the presence of despropylthio prothiofos and O-ethyl phosphoric acid as free metabolites acid hydrolysis of the conjugated metabolites in the methanol extract yielded 2, 4-dichlorophenole which was detected by color. When rats were fed the extracted cake for 72 hours, the bound residues were found to be bioavailable. The main excretion route was via the expired air (42 %), while the ¹⁴C-residues excreted in urine and feces were 30 % and 11 %, respectively. The radioactivity detected among various organs accounted to 7.5 %.Chromatographic analysis of urine indicated the presence of prothiofos oxon, O-ethyl phosphoric acid and 2, 4-dichlorophenole as main degradation products of prothiofos in free and conjugated form.     

我国生态需水研究现状、面临挑战与未来展望

通过回顾生态需水研究发展历程及主要研究成果,从生态需水研究的典型区（流）域、研究对象、概念内涵、研究内容、计算方法及应用等方面系统归纳并总结了我国生态需水的研究现状与面临挑战,并提出若干关键科学问题。指出现阶段我国生态需水研究仍处于起步阶段,生态需水基础理论研究不足是导致目前生态需水计算方法不统一,可信度低,计算结果风险大,在水资源规划、配置与管理实践中难以达到预期结果的主要原因。今后生态需水研究的重点方向是基于流域生态系统完整性的流域生态系统需水研究,关键科学问题包括变化环境下气候变化和人类活动对生态需水影响机理及尺度转换中生态需水规律剖析等,在此基础上,需进一步加强生态需水基础理论研究,强调理论研究与管理实践的有机结合,以构建适合我国国情的生态需水研究理论方法和技术体系     

染料废水物理化学脱色技术的现状与进展

本文按吸附,混凝,化学氧化,离子交换,超滤膜等几个方面分别论述了染料废水物理化学脱化技术的现状与发展情况。     

Anaerobic degradation of xenobiotic organic contaminants (XOCs): The role of electron flow and potential enhancing strategies

In groundwater, deep soil layer, sediment, the widespread of xenobiotic organic contaminants (XOCs) have been leading to the concern of human health and eco-environment safety, which calls for a better understanding on the fate and remediation of XOCs in anoxic matrices. In the absence of oxygen, bacteria utilize various oxidized substances, e.g. nitrate, sulphate, metallic (hydr)oxides, humic substance, as terminal electron acceptors (TEAs) to fuel anaerobic XOCs degradation. Although there have been increasing anaerobic biodegradation studies focusing on species identification, degrading pathways, community dynamics, systematic reviews on the underlying mechanism of anaerobic contaminants removal from the perspective of electron flow are limited. In this review, we provide the insight on anaerobic biodegradation from electrons aspect — electron production, transport, and consumption. The mechanism of the coupling between TEAs reduction and pollutants degradation is deconstructed in the level of community, pure culture, and cellular biochemistry. Hereby, relevant strategies to promote anaerobic biodegradation are proposed for guiding to an efficient XOCs bioremediation.     

O3、UV、H2O2及其组合工艺处理有机污染物的效果对比研究

采用O3、UV(紫外光)、H2O2及其多种组合工艺处理乙酸有机污水,在不同的操作条件下进行比较和探讨,结果表明:组合工艺较之单独氧化剂具有优势,其对乙酸的去除能力为O3/H2O2相似文献   

合肥市冬季颗粒物污染传输通道分析及通量研究

综合前后向轨迹聚类分析、激光雷达探测传输量及典型案例,系统分析2018—2020年冬季合肥市主要传输型重污染过程,揭示合肥大气污染输送通道的主要特征和污染期间PM_2.5的传输通量。结果表明：合肥市冬季污染主要输入通道分别为京津冀-山东西部-安徽北部-合肥(35%)、山东南部-安徽北部-南京-合肥(26%)、内蒙古-河北-山东-江苏中部-合肥(24%)、内蒙古-山西-河北南部-河南-安徽北部-合肥(15%);主要输出通道为合肥-六安或安庆-湖北-江西(54%)、合肥-安徽北部-江苏北部(18%)、合肥-河南南部-陕西(17%)、合肥-上海或浙江-海上(11%)。对激光雷达监测结果采用像素检测法分析,结果表明2018—2020年污染传输过程的平均传输通量分别可达20.3、33.7、19.5 t/h,年际差异较大。外源传输通量较高时的主导风向为偏北风,并且风速为3.1 m/s左右。合肥市处于安徽省自北向南污染传输通道的中游区域,受上游城市传输影响显著,典型污染传输型的平均传输通量可比上游城市(淮北市)低57.6%,比下游城市(池州市)高25.5%,且污染过程中常伴随PM...     

Integrating Large Wood Jams into Hydraulic Models: Evaluating a Porous Plate Modeling Method

Large wood (LW) jams are key riverine habitat features that affect hydraulic processes and aquatic habitat. The hydraulic influence of LW jams is poorly understood due to the complexity of fluid dynamics around irregular, porous structures. Here we validated a method for two‐dimensional hydraulic modeling of porous LW jams using the open‐source modeling software Delft3D‐FLOW. We sampled 19 LW jams at three reaches across the Columbia River Basin in the United States. We used computer‐generated porous plates to represent LW jams in the modeling software and calibrated our modeling method by comparing model outputs to measured depths and velocities at validation points. We found that modeling outputs are error‐prone when LW jams are not represented. By representing LW jams as porous plates we reduced average velocity root mean square error (RMSE) values (i.e., improved model accuracy) by 42.8% and reduced average depth RMSE values by 5.2%. These differences impacted habitat suitability index modeling. We found a 15.1% increase in weighted useable area for juvenile steelhead at one test site when LW jams were simulated vs. when they were ignored. We investigated patterns in average RMSE improvements with varying jam size, bankfull obstruction, porosity, and structure type, and river complexity. We also identified research gaps related to field estimation of LW jam porosity and porous structure modeling methods.