长江口海域表层沉积物污染及其潜在生态风险评价

根据2004年8月份长江口海域表层沉积物的监测基础资料,采用单因子污染参数法和Hakanson前在生态风险指数法,通过分析长江口不同水域表层沉积物中典型污染要素PCB,Hg,Cd,Pb,As的质量分数,评价了长江口表层沉积物的质量状况。定量确定了长江口表层沉积物的潜在生态风险程度、主要污染因子和潜在生态风险因子;分析了近年来长江口表层沉积物总的潜在生态风险和单个污染要素的潜在生态风险的变化趋势。结果表明:长江口表层沉积物质量状况良好,各典型污染要素的质量分数值均小于背景值,典型污染要素的平均综合指数Cd为1.37,典型污染要素的污染程度由高至低顺序为As>Pb>Hg>PCB>Cd,As是主要环境污染因子;长江口各水域表层沉积物总的对水域均只具有低潜在生态风险,其由高至低的排列顺序为杭州湾北岸>长江口南支>长江口北支>长江口外;各典型污染物对水域也均只具有低潜在生态风险,其由高至低顺序为Hg>PCB>Cd>As>Pb,Hg是主要潜在生态风险因子;近年来,长江口表层沉积物总的潜在生态风险和单个污染物的潜在生态风险均呈现增加趋势。     

广东汕头海岸湿地鸟类群落与多样性的研究

对广东汕头海岸湿地的鸟类资源进行了调查，共记录鸟类100种，隶属15日31科，其中古北界鸟类43种，东洋界鸟类45种，广布种鸟类12种。区系组成呈南北鸟类混杂分布，鸟类的多样性表现出明显季节性。该湿地有国家二级重点保护鸟类10种，中日候鸟保护协定名录中的鸟类43种。5个湿地样区主要鸟类种类和数量的调查结果表明，汕头海岸湿地是水鸟类重要的越冬栖息场，鸟类群落多样性指数以三屿围和六合围两个样区较高，分别为3．2306和3．2283；濠江口的多样性指数较低，为1．98l。群落多样性指数的高低主要受物种数量和各物种数量均匀度的影响。文章还提出了对鸟类资源保护和管理的建议。     

三江平原湿地植物物种空间分异规律的探讨

研究了三江平原典型湿地在地形、水分等因素制约下的植物物种空间分异规律,包括垂直分异规律和水平分异规律。首先,按照地形和水分的分异组合特点,把湿地生境分为较干燥生境、季节积水生境和常年积水生境。然后,在各个生境内采用样方法和样线法调查植物物种。调查分为20世纪70年代、80年代和2003年3个时期,范围包括三江平原的典型湿地植物群落。数据分析时采用了生境组合法。即把3个不同的生境组合成一个水分(或地形)梯度带,根据频度和多度指标筛选出主要物种,然后按照其空间位置,列出主要植物物种沿水分梯度带的分布序列。研究发现:三江平原湿地不同生境的植物物种组合和垂直分异差别明显。较干燥生境的植被类型以岛状林群落为代表,乔木、灌木和草本植物层次分明。季节性积水生境的植被类型以小叶章群落为代表,是典型的湿草甸植物群落,垂直结构不明显。常年积水生境以毛果苔草群落为代表,植物群落层次也比较明显。植物物种水平分异规律,基本上可由植物物种空间分布序列图来代表。随着地势降低,水分增多,乔、灌植物,湿草甸植物,水生草本植物在特定的空间依次出现。     

微生物絮凝剂与聚合氯化铝复配处理涂料废水的响应面优化

采用响应面分析法对聚合氯化铝(PAC)与污泥生产的微生物絮凝剂复配处理涂料废水的过程进行了优化,设定的响应值为COD和色度去除率。实验分别拟合了关于COD去除率和色度去除率的二次模型,根据响应值的分布情况,确定涂料废水的最佳絮凝条件为微生物絮凝剂浓度47 mg/L,PAC浓度39 mg/L,pH为8.2,CaCl2浓度0.38 g/L,搅拌速度210 r/min。最佳絮凝条件下,微生物絮凝剂对涂料废水中COD和色度的去除率分别达到77.6%和68.9%。     

不同因素对人工湿地基质脱氮除磷效果的影响

在人工配制的污水中投入一定量的基质,不同条件下振荡培养,评价沸石、炉渣和陶瓷滤料3种基质在不同因素影响下对氨氮(NH4+-N)和总磷(TP)的吸附能力。结果表明,不同吸附时间时,沸石对NH4+-N的吸附效果最好,陶瓷滤料对TP的吸附效果最好;进水浓度对沸石吸附NH4+-N的影响较大,其吸附量随进水浓度的增大而增大,进水浓度对炉渣和陶瓷滤料吸附NH4+-N及炉渣吸附TP影响不大;3种基质对NH4+-N和TP的吸附量均是随吸附剂量的增加而降低,要达到较好的去污效果,应根据实验结果考虑基质投入量;pH值对沸石吸附NH4+-N影响显著,pH值6～7范围内吸附效果最好,pH值8～12的碱性条件有利于基质对TP的吸附。     

潜流人工湿地水力学特性及工程设计

以净化低污染水体的潜流人工湿地水力学特性工程设计为重点,系统开展了室内外实验研究,并利用Peelet数分析了水平潜流人工湿地碎石床渗流返混程度。结果表明,潜流人工湿地集水花管孔口出流计算、基质填料内渗流计算、碎石床平均水力停留时间计算可分别借鉴薄壁孔口恒定淹没出流、线性或非线性渗流、活塞流理论;但受工程实际条件及运行淤堵等影响,工程实测结果均小于理论计算值。基于室内外实验成果,提出一套包括集配水系统水力计算、填料内渗流计算、平均水力停留时间计算在内的潜流人工湿地水力学特性计算方法和参数选择,可为人工湿地技术的工程设计提供借鉴。     

响应曲面法优化絮凝处理木薯淀粉废水

采用中心复合实验设计和响应面分析法研究复合絮凝剂聚合氯化铝锌(PAZC)和聚合氯化铝(PAC)混凝处理木薯淀粉废水,进行设计和分析,以溶液pH值和絮凝剂用量为考察因素,分别以COD、浊度去除率为考察指标,选用最佳优化数学模型描述考察指标和考察因素之间的数学关系,并以设定PAZC和PAC对COD去除率(65%),浊度去除率(90%)和SS去除率(90%)的目标值,通过等高线叠加图预测最优实验条件,得到PAZC投量为6.5 mg/L,pH为7.7时,COD去除率和浊度去除率分别达到最大为76.6%和99.9%;PAC投量为19.2 mg/L,pH为7.8时,COD去除率和浊度去除率最大值分别为64.4%和97.1%。经对最优条件进行验证,预测值与验证实验平均值接近。     

Concentrations and distributions of 18 organochlorine pesticides listed in the Stockholm Convention in surface sediments from the Liaohe River basin,China

Organochlorine pesticides (OCPs) were analyzed in 26 surface sediment samples from the Liaohe River basin, and the distributions of and potential environmental risks posed by OCPs in the basin were evaluated. Eighteen OCPs listed in the Stockholm Convention were determined using isotope-dilution gas chromatography–high resolution mass spectrometry. This is the first study of hexachlorobenzene (HCB) in the Liaohe River basin sediments. The total OCP concentrations were 0.39–68.06 ng g^?1 dry weight. The total α-, β-, γ-, and δ-hexachlorocyclohexane (HCH), the total dichlorodiphenyltrichloroethane (DDT – p,p′-dichlorodiphenyldichloroethane (DDD), p,p′-dichlorodiphenyldichloroethylene (DDE), o,p^'-DDT, and p,p′-DDT), and the HCB concentrations in the sediment samples were 0.1–28.48 ng g^?1 (mean 4.01 ng g^?1), 0.08–6.52 ng g^?1 (mean 3.07 ng g^?1), and 0.18–24.8 ng g^?1 (mean 4.38 ng g^?1), respectively. The HCB concentrations were higher than the concentrations of the other OCPs, and the HCHs and HCB together were the dominant OCPs. β-HCH was the most abundant HCH isomer. The concentrations of DDTs and other OCPs were relatively low, and the (DDE+DDD)/DDT ratios (>0.5) and DDD/DDE ratios (<1) indicated that no recent DDT inputs had occurred in the Liaohe River system. The main sources of HCHs were probably the historical production and agricultural use of HCH in the study area. The DDT and HCH concentrations were generally below or similar to the concentrations that have been found in other parts of the world. An ecotoxicological evaluation indicated that HCHs in surface sediments pose slight risks to human and ecological health in the Liaohe River basin.     

3种不同基质潜流湿地对磷的去除效果

基质是潜流式人工湿地污水处理系统的重要组成部分，直接影响到系统的处理效果。本文研究了由沸石、页岩陶粒和碎石3种不同基质构建的潜流式人工湿地对磷的去除效果。结果表明，在设计水力停留时间3d，连续进出水情况下，碎石单元对磷的去除效果最好，页岩陶粒单元次之，沸石单元效果最差，平均去除率分别为95％、60％和35％。在潜流式人工湿地污水处理系统运行初期观察到磷释放现象，沸石单元最为明显。进水磷浓度较低时，磷的去除率随浓度升高而升高，当正磷、总磷浓度分别升高到2．4—2．5和3．1～3．3mg／L时，正磷、总磷的去除率开始迅速下降。     

Bacteria transport and deposition under unsaturated conditions: the role of the matrix grain size and the bacteria surface protein

Unsaturated (80% water saturated) packed column experiments were conducted to investigate the influence of grain size distribution and bacteria surface macromolecules on bacteria (Rhodococcus rhodochrous) transport and deposition mechanisms. Three sizes of silica sands were used in these transport experiments, and their median grain sizes were 607, 567, and 330 microm. The amount of retained bacteria increased with decreasing sand size, and most of the deposited bacteria were found adjacent to the column inlet. The deposition profiles were not consistent with predictions based on classical filtration theory. The experimental data could be accurately characterized using a mathematical model that accounted for first-order attachment, detachment, and time and depth-dependent straining processes. Visual observations of the bacteria deposition as well as mathematical modelling indicated that straining was the dominant mechanism of deposition in these sands (78-99.6% of the deposited bacteria), which may have been enhanced due to the tendency of this bacterium to form aggregates. An additional unsaturated experiment was conducted to better deduce the role of bacteria surface macromolecules on attachment and straining processes. In this case, the bacteria surface was treated using a proteolitic enzyme. This technique was assessed by examining the Fourier-transform infrared spectrum and hydrophobicity of untreated and enzyme treated cells. Both of these analytical procedures demonstrated that this enzymatic treatment removed the surface proteins and/or associated macromolecules. Transport and modelling studies conducted with the enzyme treated bacteria, revealed a decrease in attachment, but that straining was not significantly affected by this treatment.