Distribution characteristics of nonylphenol in Jiaozhou Bay of Qingdao and its adjacent rivers

Nonylphenol (NP) is an endocrine disruptor and causes harmful effects including feminization and carcinogenesis to various organisms. Consequently, its contamination in natural waters has received wide concerns. This study aims to investigate the seasonal variation and contamination level of nonylphenol in Jiaozhou Bay of Qingdao and its adjacent rivers. A total of 10 phenolic compounds including alkylphenol, chlorophenol and bisphenol A were measured in water, suspended solids and sediments in winter (January), spring (April) and summer (July) of 2005. The results showed that nonylphenol accounted for the majority of phenolic compounds and that its concentrations in Jiaozhou Bay ranged between 20.2-269 ng l(-1), 17.1-77.5 ng l(-1) and 3.6-299 ng g(-1)dw in surface water, suspended solids and surface sediment, respectively. There existed a significant correlation between nonylphenol in water and in suspended solids. The concentration of nonylphenol in water varied with seasons and generally showed a decreasing order of July>April>January. The concentrations of nonylphenol in the adjacent rivers were much higher with the maximum of 28600 ng l(-1) in surface water. The spatial distribution of nonylphenol in Jiaozhou Bay was influenced by freshwater discharge from the adjacent rivers as well as current circulation system within the bay. The pollution level of nonylphenol in Jiaozhou Bay was comparable to other highly polluted areas of the world and its possible effects on local organisms were discussed.     

Aerobic granulation for 2,4-dichlorophenol biodegradation in a sequencing batch reactor

Development of aerobic granules for the biological degradation of 2,4-dichlorophenol (2,4-DCP) in a sequencing batch reactor was reported. A key strategy was involving the addition of glucose as a co-substrate and step increase in influent 2,4-DCP concentration. After operation of 39d, stable granules with a diameter range of 1-2mm and a clearly defined shape and appearance were obtained. After granulation, the effluent 2,4-DCP and chemical oxygen demand concentrations were 4.8mgl(-1) and 41mgl(-1), with high removal efficiencies of 94% and 95%, respectively. Specific 2,4-DCP biodegradation rates in the granules followed the Haldane model for substrate inhibition, and peaked at 39.6mg2,4-DCPg(-1)VSS(-1)h(-1) at a 2,4-DCP concentration of 105mgl(-1). Efficient degradation of 2,4-DCP by the aerobic granules suggests their potential application in the treatment of industrial wastewater containing chlorophenols and other inhibitory chemicals.     

用生物滴滤塔净化苯乙烯废气

用内部填充有陶粒的生物滴滤塔净化苯乙烯废气,考察了气体流量、液体喷淋量及氮源对苯乙烯废气净化效果的影响。,进口苯乙烯质量浓度为300～4500mg／m^3时,气体流量和进FI苯乙烯质量浓度对苯乙烯的去除率影响显著,当气体流量为0．3m^3／h时,苯乙烯去除率达87％以上。实验结果表明：在气体流量为0．9m^3／h时,液体喷淋量对苯乙烯废气的净化效果影响不明显;降低进口苯乙烯质量浓度和增大生物滴滤塔的有效传质面积,有利于苯乙烯的净化;用浓度为0.0017mol／L的NaNO3作氮源时苯乙烯的去除效果优于用NH4Cl作氮源时苯乙烯的去除效果。     

变压吸附技术在环境工程中的应用

变压吸附技术具有能耗低、投资少、流程简单、操作方便、可靠性好和自动化程度高等优点,在环境工程领域得到了广泛的应用。介绍了变压吸附技术在废水处理、废气处理、固体废弃物处理等领域的研究进展和应用成果,探讨了在环境工程中应用变压吸附技术的发展方向。     

基于三角模糊技术的河流水环境容量研究

基于河流水环境系统的随机性、模糊性特征,以及资料信息的不足和不精确性,将水环境系统参数定义为三角模糊数。在此基础上,通过将常规的确定性模型参量模糊化,建立了河流水环境容量计算模糊模型。根据该模型,可以计算得到三角模糊数形式的河流水环境容量;再由给定的可信度水平要求,可以进一步将水环境容量由三角模糊数转化为区间值。实例研究表明,相对于常规的确定性方法,所得结果更为科学、合理,而且计算简单、操作方便,具有实用价值。     

三株白腐菌产锰过氧化物酶活性及其对多环芳烃的降解

比较研究了β-环糊精(β-CD)对3株黄孢原毛平革菌(Phanerochaete chrysosporium)CGMCC5.776、GIM3.383和GIM3.393产锰过氧化物酶(MnP)和降解多环芳烃(PAHs)的影响.结果表明:3株菌都能分泌出高活性的MnP,β-CD能显著提高MnP的活性.加入2.0 g/Lβ-CD的体系培养到第12天时.酶活性最高达到2 912.5 U/L;而且β-CD能显著提高PAHs的降解率,两者之间存在较好的相关性.加入1.0 g/L β-CD的体系对比不加β-CD的体系,PAHs的降解率提高了1～2倍.PAHs的降解同时受到MnP活性、PAHs表观溶解度和分子结构稳定性等因素的影响.     

氧化镁基催化吸附剂的制备及脱硝性能研究

采用共混合法制备氧化镁基催化吸附剂,通过正交实验设计找出其组分的最佳配比.利用该催化吸附剂对烟气进行脱硝实验,考察了焙烧温度、焙烧时间和床层温度对氧化镁基催化吸附剂去除NO的影响.结果表明,利用氧化镁基催化吸附剂可以对烟气进行直接催化分解脱硝,其最佳的焙烧温度和时间分别为350～500 ℃和3～4 h,脱硝率可达85%～95%.利用红外光谱(FT-IR)、X射线衍射(XRD)对脱硝处理前后的氧化镁基催化吸附剂进行了分析,探讨其脱硝的机制.     

潜流人工湿地污染河水处理系统中的填料堵塞问题研究

利用潜流人工湿地系统处理污染河水,水力负荷为0.15 m3/(m2·d).研究了该系统长期运行过程中的填料堵塞问题及其对污染物去除率的影响.构建了潜流人工湿地污染河水处理中试系统,在运行两年后,潜流人工湿地填料存在一定的堵塞现象,填料孔隙率最大减少了2.67%.填料孔隙堵塞现象主要发生在该中试系统的前段(沿水流方向距进水点0～5 m),其填料堵塞物质主要为无机颗粒物.植物对填料堵塞问题的改善作用并不显著.填料的部分堵塞对该中试系统中污染物的去除率有一定的影响,运行第2年氨氮的去除率略有降低,而COD的去除率有增加的趋势.     

河岸混合植物带改善河水水质的现场研究

在1年的时间里在现场利用混合植物河岸带、无植物空白带对受污染河水进行处理.对COD、NH 4、TP、浊度和水温进行了监测,并比较了不同季节里混合植物带改善河水水质的效果.混合植物带在夏、秋季改善河水水质的效果好于冬、春季.混合植物带在夏季对COD、NH4 -N、TP和浊度的去除率分别为37.01%、69.21%、62.45%和99.17%,在冬季对河水水质也有一定程度的改善.混合植物带可以降低河水温度及河水早晚温差,起到改善局部水环境的作用.混合植物带与空白带的对比表明植物对去除水中污染物、改善局部水环境起着重要作用.