Polychlorinated dibenzo-p-dioxins and dibenzofurans in eggs of eight avian species from Dongting Lake, China

Concentrations of polychlorinated dibenzo-p-dioxins (PCDDs) and dibenzofurans (PCDFs) were determined in eggs of eight avian species collected from Dongting Lake of China to assess residue levels, accumulation patterns, and toxic potential in different avian species. Concentrations of total 2,3,7,8-substituted PCDD/Fs were in the range of 10.8-182pgg(-1) lipid weight. Eggs of great egret and lesser pied kingfisher contained higher levels of PCDD/Fs than eggs of other species, indicating the specific exposure and accumulation of PCDD/Fs relating to feeding habits and the life span. PCDD/Fs congener patterns varied among species. The patterns of PCDD/Fs in the eggs may be influenced by feeding habits, specific elimination, and metabolism. In general, concentrations of PCDDs were higher than those of PCDFs in avian eggs. On basis of lipid weight, total 2,3,7,8-TCDD toxic equivalents (TEQs) calculated based on the WHO TEFs for birds ranged from 2.04 to 42.0pgg(-1); and on basis of wet weight, total WHO-TEQs ranged from 0.19 to 1.59pgg(-1). 2,3,7,8-TCDF, 2,3,4,7,8-PeCDF, 2,3,7,8-TCDD, 1,2,3,7,8-PeCDD were the major contributors to TEQ concentration in most avian eggs, whereas 1,2,3,4,7,8-HxCDD also accounted for a major portion of TEQs in eggs of azure-winged magpie. Values of TEQs in avian eggs were lower than toxic threshold values, implying risk reduction and natural restoration of PCDD/Fs contamination in Dongting Lake region.     

生物活性炭填料反应器处理含盐水体的硝化性能

以颗粒活性炭为填料,采用盐度梯度两步驯化法构建含盐水体生物滤器硝化功能,研究了生物滤器稳定后水力停留时间(hydraulic retention time,HRT)、进水氨氮负荷和CODMn/N等对反应器硝化性能的影响。结果表明,25～27℃,盐度30的含盐水体生物滤器硝化功能构建需73 d,其中淡水生物滤器硝化功能构建需28 d,淡水驯化为盐度15的生物滤器需19 d,盐度15驯化为盐度30的生物滤器需26 d;实验条件下生物活性炭填料反应器中生物量达到146～742.1 nmolP/g-BAC;调节进水氨氮浓度2 mg/L左右时,最佳HRT为1 h,氨氮去除率达到84.98%,相应的氨氧化菌和硝酸菌氧吸收速率(oxygen uptake rate,OUR)分别为2.091和1.948 mg O2/(g-BAC.h);HRT为1 h时,随着进水氨氮负荷的加大,氨氮去除率逐渐降低,当进水氨氮负荷由0.12增加到0.48 g-N/(kg-BAC.d)时,氨氮去除率由84.98%降低到41.68%,同时氨氧化菌OUR由2.091降低到0.625 mg O2/(g-BAC.h);随着CODMn/N的升高,氨氮去除率下降,CODMn/N从1～8时,氨氮去除率由84.98%降低到53.64%,CODMn去除率却逐渐增加,由40.86%增加到93.59%,异养菌OUR随着CODMn/N升高呈上升趋势,最大达到0.914 mg O2/(g-BAC.h)。     

聚驱污水含聚量对污水处理设备的影响

JZ9-3油田含聚采油污水粘度高、稳定性强,严重影响到现场污水处理流程和设备的运行。为解决这一问题,通过对JZ9-3油田污水处理流程和单元设备的模拟,进行了现场3种净水剂和不同含聚量的含油污水对斜管除油器、气浮选器和过滤器的影响研究。阳离子型净水剂BHQ-203和ICA的除油效果较阴离子型净水剂BHQ-08的除油效果好,能起吸附电中和及架桥作用,斜管除油器处理不同含聚含油污水后其含油量由263.2 mg/L下降到20.73 mg/L,气浮选器的除油率9%～34%,过滤器在进水含油较低(<50 mg/L)的情况下,起到强化除油的作用;含聚量增加,过滤后悬浮物量呈下降趋势,过滤困难,含聚量达到一定值(>600 mg/L)后无法分析悬浮物量;斜管除油器、气浮选器和过滤器出口水样的ζ电位值在-22.5～-42 mV,随含聚量的增加而变小,污水稳定性增加。研究结果用以指导现场工艺设备的改造。     

Pharmaceutical removal in tropical subsurface flow constructed wetlands at varying hydraulic loading rates

Determining the fate of emerging organic contaminants in an aquatic ecosystem is important for developing constructed wetlands (CWs) treatment technology. Experiments were carried out in subsurface flow CWs in Singapore to evaluate the fate and transport of eight pharmaceutical compounds. The CW system included three parallel horizontal subsurface flow CWs and three parallel unplanted beds fed continuously with synthetic wastewater at different hydraulic retention times (HRTs). The findings of the tests at 2-6 d HRTs showed that the pharmaceuticals could be categorized as (i) efficiently removed compounds with removal higher than 85% (ketoprofen and salicylic acid); (ii) moderately removed compounds with removal efficiencies between 50% and 85% (naproxen, ibuprofen and caffeine); and (iii) poorly removed compounds with efficiency rate lower than 50% (carbamazepine, diclofenac, and clofibric acid). Except for carbamazepine and salicylic acid, removal efficiencies of the selected pharmaceuticals showed significant (p<0.05) enhancement in planted beds as compared to the unplanted beds. Removal of caffeine, ketoprofen and clofibric acid were found to follow first order decay kinetics with decay constants higher in the planted beds than the unplanted beds. Correlations between pharmaceutical removal efficiencies and log K(ow) were not significant (p>0.05), implying that their removal is not well related to the compound's hydrophobicity.     

Application and appreciation of chemical sand fixing agent-poly (aspartic acid) and its composites

The sand fixing agent-poly (aspartic acid) (PASP) and its composites were applied in the field by two forms (spraying around by PASP solution and PASP powder directly). It was found that the sand fixing effect in powder form was not as good as in solution form, but it was more practical in dry region. It needed 9, 6 and 7 days for PASP, xanthan gum-PASP (X2) and ethyl cellulose-PASP (E3) to attain the maximal mechanical strength after they were applied, respectively. The sand fixing effect decreased when the material was subjected to repeated hydration-dehydration cycles and the material had no negative influence on plant growth. The PASP and its composites had water-retaining ability and could reduce the water evaporation.     

非金属矿物对柠檬酸残液中酸类吸附工艺

分析了柠檬酸残液的营养成分,并探索了膨润土、凹凸棒石黏土、沸石等非金属矿物对柠檬酸残液中酸类的吸附工艺,以期筛选出对柠檬酸残液中酸类吸附效果优良的吸附剂并优化其吸附工艺参数条件。结果表明,凹土与热处理凹土在几种非金属矿物材料吸附剂中的总酸去除率最佳,选择凹土来进一步研究。理想的吸附条件为:凹土添加量5%,振荡时间70 min,振荡速度180 r/min,温度30℃,总酸去除率约为89.48%,为柠檬酸残液处理和饲料资源开发提供理论依据。     

4A沸石分子筛处理中低浓度氨氮废水

利用天然沸石、采用水热合成法制备4A沸石分子筛,用XRD和SEM进行了表征。通过考察吸附剂用量、pH、共存金属阳离子、吸附时间、氨氮废水初始浓度、温度对吸附性能的影响,结合动力学方程、吸附等温线、热力学函数等研究了吸附性能和机理。结果表明,当4 g/L的4A沸石分子筛在废水pH值为4~8的条件下对中低浓度氨氮吸附120min后,去除率可达88%;废水中共存单一金属阳离子(Pb2+、Cu2+、Ca2+和Mg2+)浓度大于100 mg/L时,对中低浓度的NH+4有强烈的竞争吸附;氨氮的吸附过程较好地符合准二级动力学方程、Freundlich模型,是一种混乱度增加、自发的放热过程。     

基质结构对潜流人工湿地氮磷降解规律的影响

构建单层结构及多层结构水平潜流人工湿地小试实验系统,对城市污水处理厂尾水进行深度处理,研究基质结构对人工湿地床体中氮、磷沿程变化规律的影响。实验结果表明,单层基质结构人工湿地氮、磷的降解主要集中在深度为50~85 cm之间的床体表层,底层区域(0~50 cm)浓度变化不显著;多层结构人工湿地床体中氮、磷的降解由进水口到出水口呈较为规律的推流变化,与单层结构系统相比,污染物降解主要发生区域有所扩大,集中在深度为40~85 cm的床体表层,且床体底层0~40 cm氮磷降解同样存在,只是降解速率略有降低。按照填料渗透系数进行多层填充的设计方式能够显著提升潜流人工湿地对污染物的净化性能,单层结构人工湿地系统对氨氮和总磷的平均去除率分别为40.1%和52.9%,而多层结构的平均去除率则为60.4%和73.1%。     

柴油机Urea-SCR系统喷射雾化的数值模拟

为研究柴油机Urea-SCR系统喷射雾化规律,应用CFD软件建立喷射雾化模型,对喷嘴喷射距离、喷射位置与方向、喷孔数目与孔径对催化剂载体入口处的浓度分布情况的影响进行了数值模拟。结果表明,喷嘴距反应器距离为排气管直径5倍为宜;采用四喷孔、孔径为0.5 mm、喷嘴处于管道中心,喷射方向为径向时喷射雾化均匀性最好。通过台架实验,验证了采用喷距5D、径向、四孔、小孔径喷嘴方案可使NOx的转化率达到95%以上。     

磁性膨润土的制备、表征及类Fenton催化降解橙黄Ⅱ

以铝柱撑膨润土和铁盐为原料,采用共沉淀法制备纳米Fe3O4负载的磁性膨润土复合材料。采用X射线衍射(XRD)、扫描电子显微镜(SEM)和比表面孔隙分析(BET)对样品进行表征,研究了磁性膨润土对橙黄Ⅱ的类Fenton催化降解性能,并考察了催化剂用量、温度和初始pH、H2O2初始浓度等因素对降解效果的影响。结果表明,Fe3O4均匀负载在膨润土表面,未发生明显团聚,并且改善了膨润土的孔隙结构,增加了其比表面积。在磁性膨润土用量为0.6 g/L,温度为40℃,pH为3.0,H2O2初始浓度为21 mmol/L的条件下,0.5 mmol/L橙黄Ⅱ溶液在180 min内色度去除率和UV254去除率分别达到100%和97%,且催化剂重复使用4次效果稳定。