Comparison of inclined plate sedimentation and dissolved air flotation for the minimisation of subsequent nitrogenous disinfection by-product formation

The formation of disinfection by-products (DBPs), including both nitrogenous disinfection by-products (N-DBPs) and carbonaceous disinfection by-products (C-DBPs), was investigated upon chlorination of water samples following two treatment processes: (i) coagulation-inclined plate sedimentation (IPS)-filtration and (ii) coagulation-dissolved air flotation (DAF)-filtration. The removal of algae, dissolved organic nitrogen (DON), dissolved organic carbon (DOC) and UV₂₅₄ by coagulation-DAF-filtration was superior to coagulation-IPS-filtration. On average, 53%, 53% and 31% of DOC, DON and UV₂₅₄ were removed by coagulation-DAF-filtration process, which were higher than 47%, 31% and 27% of that by coagulation-IPS-filtration process. Additionally, coagulation-IPS-filtration performed less well at removing the low molecular weight organics than coagulation-DAF-filtration process. The concentrations of chloroform, dichloroacetamide (DCAcAm) and dichloroacetonitrile (DCAN) formed during chlorination after coagulation-DAF-filtration reached their maximum values of 13, 1.5 and 4.7 μg L⁻¹, respectively, and were lower than those after coagulation-IPS-filtration with the maximum detected levels of 17, 2.9 and 6.3 μg L⁻¹. However, the trichloronitromethane (TCNM) concentration after the two processes was similar, suggesting that DON may have less of a contribution to TCNM formation than DCAcAm and DCAN.     

Octanol–air partition coefficients of polybrominated biphenyls

The octanol–air partition coefficients (K_OA) for PBB15, PBB26, PBB31, PBB49, PBB103 and PBB153 were determined as a function of temperature using a gas chromatographic retention time technique with 1,1,1-trichloro-2,2-bis (4-chlorophenyl) ethane (p,p′-DDT) as a reference substance. The internal energies of phase change from octanol to air (Δ_OAU) were calculated for the six compounds and were in the range from 74 to 116 kJ mol⁻¹. Simple regression equations of log K_OA versus relative retention times (RRTs) on gas chromatography (GC), and log K_OA versus molecular connectivity indexes (MCI) were obtained, for which the correlation coefficients (r²) were greater than 0.985 at 283.15 K and 298.15 K. Thus the K_OA values of the remaining PBBs can be predicted by using their RRTs and MCI according to these relationships.     

天津市大气污染现状及对策研究

本文对天津市大气环境质量现状进行了系统分析，论述了大气污染特征及导致大气污染的原因。从综合防治煤烟型污染、解决风沙尘侵袭、加强城市建设管理三大方面，提出了改善天津市大气污染的对策和具体措施。     

我区城市污水处理程度探讨

建立城市污水处理厂处理污水，是城市发展的必然趋势，而处理级别及处理后水的去向及用途是关系到环境保护和资源得到充分利用的关键，针对我区干旱缺水，灌溉农业特征及天然水域的特点，就污水处理级别排水的用途提出一些看法。     

赣江一级支流浮游植物群落动态特征分析——以袁河为例

2009年6、11月和2010年4月共3个水情期（即丰、枯和平水期）对赣江下游一级支流袁河的浮游植物群落结构特征开展河流生态学调查分析。调查共发现浮游植物109种，隶属于6门61属。其中绿藻门物种种类数最多，共27属54种，其次为硅藻门，共15属30种，第三是蓝藻门11属12种。此外，裸藻门3属6种，甲藻门3属4种，隐藻门2属3种。调查样点的浮游植物丰度均处于1.12×105～129.20×105 ind./L，丰水期和枯水期浮游植物以蓝藻为优势类群，平水期则硅藻占绝对优势。丰水期浮游植物优势属为脆杆藻属和席藻属，枯水期为栅藻属，针杆属，蓝隐藻属和小环藻属，到了平水期小环藻属占绝对优势。3个水情期中优势种钝脆杆藻和小席藻（丰水期）；尖尾蓝隐藻和双头针杆藻（枯水期）；梅尼小环藻（平水期）等均为污水指示种。通过生物多样性指数分析发现藻类Shannon-Wiener指数、Simpson指数、Pielou均匀度指数和Margalef丰富度指数的变化范围分别为：1.14～2.92、0.45～0.93、0.36～0.92和0.42～2.78。通过指示生物群落法和生物多样性指数法对袁河进行水质评价发现两种评价结果基本一致，袁河处于α-β-中污染状态，不同采样点间污染程度差异性较大。     

克拉玛依市区大气尘污染研究

对克拉玛依市区大气尘污染的特征及变化规律进行了全面的分析和研究。结果表明，市区的尘污染有加重的趋势，降尘属中度污染，道路尘污 染也较严重。提出了一些具体的防治对策。     

伊犁河伊宁市段水质污染特征分析

在对伊犁河伊宁市段历年水质状况进行综合评价的基础上，探讨了城市河段水质的变化规律、污染特征和成因。     

精密度--偏性分析质控试验数据处理系统

结合环境监测实验实质量控制数据处理的实际要求，用计算机高级语言，设计开发成功了《精密度－偏性分析质控试验数据处理系统》，该系统具有数据输入，查询，修改，统计分析和打印报告等功能，在实际应用中，取得良好效果。     

室内空气有机污染的研究现状

主要讨论了室内空气中有机物污染的研究现状。重点介绍了室内空气中多环芳烃 (PAHs)、挥发性有机物(VOCs)、醛类化合物等的污染状况及来源。简要叙述了室内空气污染的影响因素及对人体的健康风险评价。     

原广州氮肥厂地块地下水环境质量评价

对原广州氮肥厂遗留地块浅层地下水环境质量进行调查与评价。结果表明,其整个地块浅层地下水被污染,特别是硫酸车间和造气车间为地下水污染最重区域。主要污染项目为Mn、NH3-N、亚硝酸盐、Fe、总硬度、IMn、SO2-、F-。提出,在作土壤开挖、修复和新建工程项目过程中,工程施工排水应处理后方可排放,以减少对周围环境水体的影响;建筑工人应避免直接接触地下水,施工时佩带手套,做好保护措施,减少皮肤暴露。