Variation of cyanobacteria with different environmental conditions in Nansi Lake, China

Nansi Lake is located on the east line of the South-to-North Water Diversion Project in China. A comprehensive study was carried out to investigate the spatial and temporal distribution of cyanobacteria in the lake from June 2008 to May 2011 based on monthly sample monitoring from five stations. The effect of environmental factors on cyanobacterial abundance was also evaluated. The cyanobacterial community contained 15 genera and 23 species. The cyanobacterial abundance of each monitoring station ranged from 0 to 1.53× 10⁷ cells/L with an average of 1.45×10⁶ cells/L, which accounted for 11.66% of the total phytoplankton abundance. The dominant species of cyanobacteria were Pseudanabaena (32.94%) and Merismopedia (19.85%), not the bloom-forming algae such as Microcystis and Anabaena. In addition, the cyanobacterial community structure and water quality variables changed substantially over the survey period. Redundancy analysis (RDA) suggested that temperature and phosphorus were important environmental factors that affected cyanobacteria. Temperature was the most important factor affecting cyanobacterial abundance. The effect of phosphorus on cyanobacterial abundance was more notable in warm periods than in periods with low temperature.     

上海市水环境管理分析与对策探讨

水环境管理是上海市环境保护工作的重中之重。从目前上海市水资源分布情况和水环境质量现状来看，水环境状况不容乐观。从法律法规体系．法律制度、管理机构和管理机制4个方面分析了上海市水环境管理的现状：从法制建设、管理制度落实，管理机构职能和管理机制合理性等方面阐述了上海市水环境管理存在的问题。提出了以上几个方面的改进对策。     

基于"3S"的南京市大气污染源清单网格化空间分配研究

基于GIS、RS、GPS集成技术,依据南京市10大类大气污染源排放和空间分布特征,采用合适的空间分配方法,根据各排放源的相关权重分配因子,构建了南京市2015年大气污染源排放清单1 km×1 km的网格化空间数据库,并基于GIS平台叠加显示形成了2015年南京市大气污染源1 km×1 km空间分布图.结果表明,此次空间分配结果与南京市GDP、路网、人口、农业等相关分布特征相互吻合,说明本研究网格化空间分配方法较为合理可靠,可满足后续空气质量模拟的需求.     

致癌物苯并(a)芘[Benzo(a)Pyrene]对土壤--植物系统污染研究

本报告是1973—1979年研究工作的简要总结.采用野外调查、盆钵试验、放射性示踪同位素、荧光分光光度计、人工模拟控制大气污染实验与电镜扫描照相等方法,研究了在石油污水灌溉条件下,环境中致癌物苯并(a)芘(B(a)P)对水稻可食部分的影响.其结果是:①土壤表层(0—15cm)B(a)P含量在<10—500ppb范围内,污水与清水灌区栽培水稻精白米中B(a)P的含量无显著差异;②水稻各部分的B(a)P来自大气污染、水——土壤污染以及水稻本身生物合成.B(a)P在水稻体内的分配次序为:根系≥茎叶>皮壳≥籽实,水稻精白米中B(a)P含量约0.18ppb;③在自然条件下,水稻的外来B(a)P污染源主要是大气飘尘,而水——土壤是次要的.     

微波辐射处理活性艳蓝KN-R染料溶液的研究

在活性炭存在下微波照射能使活性艳蓝KN－R溶液迅速脱色，每g活性炭处理浓度为300mg／L的活性艳蓝KN－R溶液50mL，微波辐射4min脱色率达97．1％。     

光助-Fenton法处理均酐生产废水的实验研究

采用光助-Fenton处理均苯四甲酸二酐生产废水。以废水的TOC去除率为指标,通过单因素试验和正交试验,对影响光助-Fenton的因素进行分析。结果表明:室温下,在反应初始pH=3.5,[H2O2]=12mmol/L,[Fe2+]=1.5mmol/L,反应时间为80min,光源为500W汞灯的条件下,TOC的去除率NN达到76%。     

海域有机污染物优先排序和风险分类模糊评判系统

本文提出了对区域性有机污染物优先排序和风险分类和定量评判系统：模糊评判系统。该评判系统以反映污染物的毒性，暴露水平和环境化学性质的７项碜数为指标，通过指标参数的标准化及模糊运算，获得有机污染优先排序和风险分类的定量结果。     

Effective adsorption of quadrivalent cerium by synthesized laurylsulfonate green rust in a central composite design

The layered laurylsulfonate intercalated green rust (lauryl-S GR) was synthesized to evaluate the influence of synthesis parameters and aqueous conditions on the adsorption of Ce^IV. The maximum adsorption capacity of 305.58 mg/g by lauryl-S GR was predictably obtained. The pseudo-first-order kinetic model was appropriate in fitting the whole uptake process in a weak acid environment. Three isotherm models including Langmuir, Freundlich, and Tempkin were all reliable in depicting the isotherm adsorption process. The maximum monolayer adsorption capacity of lauryl-S GR towards Ce^IV was 315.46 mg/g. Ce species including CeO and Ce₂O₃ besides CeO₂ were matched in the XPS distribution, directly indicating the reduction reaction brought by Fe^II in the GR occurred to hydrated Ce^IV ions during the adsorption. Nano-sized Ce particles attached to the lauryl-S GRs after the adsorption experiments were observed in the morphological characterization. Flocculated materials were formed on the surface of the lauryl-S GR at a pH of 7, which further reduced the active sites and disrupted the continuous uptake of Ce^IV to the lauryl-S GR. This study expands the application of GRs and supplies an ideal iron-based material for the construction of the affiliated recovery pathway to the traditional separation of Ce.     

分体式膜-生物反应器在废水处理中的工艺条件

对分体式膜-生物反应器(RMBR)处理废水进行了研究.进水COD_Cr:312～584mg/L,RMBR的出水CODCr在运行4d后＜15 mg/L并稳定.向生物反应器添加0.5g/L(混合液)的粉末活性炭(PAC)后出水COD_Cr＜4.22mg/L.膜侧污水流速在0.9～1.9m/s范围内,临界膜通量随膜侧污水流速的增大而增大.添加PAC,组合添加PAC和Al₂(SO₄)₃·18 H₂O均可有效提高临界膜通量.在膜侧流速1.9m/s的条件下,临界膜通量从72L/(m²·h)分别增至76L/(m²·h)和81 L/(m²·h)在22℃～30℃范围内,每升高1℃可提高膜通量1.9%.在连续运行100d中,RMBR可在无任何物理,化学清洗的条件下运行14d而透膜压力无增大,膜通量不降低.对于已污染的膜,水清洗、水碱共间清洗、水碱酸共同清洗可分别恢复至新膜膜通量的47%、83%、94%.     

垂直流人工湿地系统基质优化级配研究

选取生物陶粒、无烟煤、沸石、钢渣和蛭石为基质,按不同的级配方式填充成基质柱,进行垂直流人工湿地模拟柱净化污水实验.研究表明,粒径分层级配基质对COD的去除率均高于单一粒径基质,其中分层生物陶粒对COD的平均去除率高达72.91%.分层沸石对总氮的净化能力较单一粒径基质有所提高,平均去除率高达91.23%.填充了生物陶粒、沸石和无烟煤的模拟柱对有机物和氮的净化效果和单一基质没有显著性差异(p0.05).填充钢渣和无烟煤的模拟柱出水pH值均在正常范围内,但是除从上到下依次填充无烟煤、蛭石和钢渣的基质柱外,其它填充钢渣和无烟煤的模拟柱对磷素的净化能力都低于单一基质.种植植物对净化效果没有明显影响.在垂直流人工湿地中,针对水质特点选择高效的级配基质,如分层生物陶粒、分层沸石、分层无烟煤以及生物陶粒、沸石和无烟煤组合,在高水力负荷条件下可获得更好的处理效果.