藻类吸附剂对六价铬的吸附特性

以浮游藻类制成的生物吸附剂为对象,研究了不同液相起始pH、吸附剂用量Cm和不同吸附时间t等因素对生物吸附剂吸附Cr(Ⅵ)的影响,并进行了热力学分析和对吸附前后藻类吸附剂进行了FTIR分析。结果表明,最佳吸附条件为:在起始pH=1.0,吸附剂用量Cm=6.0 g/L,吸附时间t=180 min,吸附温度T=30℃时吸附效率达到了92.10%;藻类吸附剂对Cr(Ⅵ)的吸附能很好地符合Langmuir模型和Freundlich模型,在实验的温度范围内,ΔG0均为负值,说明实验条件下藻类吸附剂对Cr(Ⅵ)的吸附反应能够自发进行;红外图谱显示在1 261~1 537 cm-1和1 034~1 053 cm-1区域峰发生了明显变化,说明其为细胞上的多糖、蛋白质等成分更多地参与了对Cr(Ⅵ)的吸附过程。由此可见,利用中水里生长的藻类制成生物吸附剂,吸附Cr(Ⅵ)具有可行性,吸附速率较高,吸附平衡时间较快。     

包埋氨氧化细菌处理合成氨工业废水

以聚乙烯醇与海藻酸钠为载体,包埋固定氨氧化细菌(AOB),研究温度、DO、初始游离氨(FA)、有机物等影响因素对其短程硝化稳定性的影响。结果表明,25~30℃时载体中氨氧化细菌占优势;DO宜控制在4.0~5.5 mg/L之间,既能满足细菌生长所需,又不至过度曝气,造成载体间的摩擦增大,减少其使用寿命;载体耐氨氮负荷能力强,同时可以抵御有机物对氨氧化细菌的伤害;当初始FA>6.5 mg/L时,氨氧化细菌的活性将受到抑制;富集氨氧化细菌的污泥包埋后氨氮去除率降低了7.5%;包埋载体在确保短程硝化作用的同时,在内部形成的缺氧区可实现反硝化脱氮,提高了系统氨氮的处理能力。     

山羊粪污颗粒静态好氧堆肥过程的生物强化

对山羊粪便颗粒进行了理化表征,发现其外表致密内芯多孔的结构特点,且其总体C/N比为25.69~27.88,适合直接堆肥,提出采用生物接种破坏表层,强化堆肥进程的思路。研究结果表明,生物接种可以大大强化堆肥过程中的生化反应进程,缩短堆肥发酵周期。产物中N、P含量随着生物接种量的增加而增大。当以VT-1000菌剂按10 mL/kg干物质接种时,堆体温度在2 d内就达到50℃,在高温期50~60℃维持7 d以上,其堆肥腐熟后物料TN、TP分别增加0.70%和1.59%,其C/N<15,更趋于稳定化,且最终产物中粪大肠菌群数<3个/g,未检验出蛔虫卵,实现了无害化处理。     

Effects of bromide and iodide ions on the formation of disinfection by-products during ozonation and subsequent chlorination of water containing biological source matters

This study aims to investigate the influence of the coexistence of halogen ions (bromide/iodide) and biological source matters on the speciation and yield of trihalomethanes (THMs), haloacetic acids (HAAs), and N-nitrosodimethylamine (NDMA) during the ozonation and subsequent chlorination of water. The results show that the concentrations of brominated THMs and iodinated THMs increased with increasing bromide and iodide concentration. These results may be attributed to the higher reactivity of hypobromous acid and hypoiodous acid generated from the ozonation and subsequent chlorination in the presence of bromide or iodide ions. The presence of bromide increased the species of brominated HAAs. There was a shift from chlorinated HAAs to brominated HAAs after increasing the concentration of bromide. The effect of iodide on HAA formation was more complex than bromide. For most samples, the concentration of total HAAs (T-HAAs) increased to the maximum and then decreased with increasing iodide concentration. The components of the organic precursors also significantly influenced the formation of brominated and iodinated disinfection by-products (Br-DBPs and I-DBPs). Humic acids produced more CHBr₃ (596.60 μg/L) than other organic materials. Microcystis aeruginosa cells produced the most tribromoacetic acid (TBAA, 84.16 μg/L). Furthermore, the yield of NDMA decreased with increasing bromide concentration, indicating that the formation of NDMA was inhibited by the high concentration of bromide.     

Heterogeneous Fenton degradation of bisphenol A catalyzed by efficient adsorptive Fe3O4/GO nanocomposites

A new method for the degradation of bisphenol A (BPA) in aqueous solution was developed. The oxidative degradation characteristics of BPA in a heterogeneous Fenton reaction catalyzed by Fe₃O₄/graphite oxide (GO) were studied. Transmission electron microscopic images showed that the Fe₃O₄ nanoparticles were evenly distributed and were ～6 nm in diameter. Experimental results suggested that BPA conversion was affected by several factors, such as the loading amount of Fe₃O₄/GO, pH, and initial H₂O₂ concentration. In the system with 1.0 g L^?1 of Fe₃O₄/GO and 20 mmol L^?1 of H₂O₂, almost 90 % of BPA (20 mg L^?1) was degraded within 6 h at pH 6.0. Based on the degradation products identified by GC–MS, the degradation pathways of BPA were proposed. In addition, the reused catalyst Fe₃O₄/GO still retained its catalytic activity after three cycles, indicating that Fe₃O₄/GO had good stability and reusability. These results demonstrated that the heterogeneous Fenton reaction catalyzed by Fe₃O₄/GO is a promising advanced oxidation technology for the treatment of wastewater containing BPA.     

Estimation methods and monitoring network issues in the quantitative estimation of land-based COD and TN loads entering the sea: a case study in Qingdao City,China

At present, the monitoring network of China cannot provide sufficient data to estimate land-based pollutant loads that enter the sea, and estimation methods are imprecisely used. In this study, the selection of monitoring stations, monitoring frequency, and pollutant load estimation methods was studied in Qingdao City, a typical coastal city in China, taken as an example. Land-based pollutant loads from Qingdao were estimated, and load distribution, density, and composition were analyzed to identify the key pollution source regions (SRs) that need to be monitored and controlled. Results show that the administrative land area of Qingdao can be divided into 25 sea-sink source regions (SSRs). A total of 14 more rivers and 62 industrial enterprises should be monitored to determine the comprehensive pollutant loads of the city. Furthermore, the monitoring frequency of rivers should not be less than three times/year; a monitoring frequency of five or more times is preferable. The findings on pollutant load estimation with the use of different estimation methods substantially vary; estimation results with the use of ratio-based methods were 10 and 22 % higher than those with the use of monitoring-based methods in terms of chemical oxygen demand (COD) and total nitrogen (TN), respectively. None-point sources contributed the majority of the pollutant loads at about 70 % of the total COD and 60 % of the total TN.     

生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择简

采用实验室规模的生物滤池对含硫化氢、氨和微生物气溶胶的气体进行处理,并对海绵、陶粒、堆肥和空心塑料小球4种物质作为反应器填料的性能进行比较。结果表明,不同填料生物滤池对硫化氢、氨和微生物气溶胶的去除效率明显不同,去除效率从高到低的顺序依次为海绵、陶粒、堆肥和空心塑料小球生物滤池。海绵和陶粒生物滤池出气异养细菌和真菌主要以小粒径粒子为主。在同样的进气和运行条件下,堆肥填料层的压力降最大,其次是陶粒和空心塑料小球填料层,海绵填料层的压力降最小。对4种填料的性能进行综合比较,海绵和陶粒较适宜作为处理硫化氢、氨和微生物气溶胶的生物滤池填料。     

基于半焦的污泥调质与深度浓缩脱水

半焦具有孔隙发达、比表面积大、疏水性能强、热值高等特点,采用污泥重力浓缩脱水实验法考察了半焦投加量、粒度对污泥调质与浓缩脱水效果的影响.通过扫描电镜、红外光谱等现代分析手段探讨了基于半焦的污泥调质与深度浓缩脱水的机理.结果表明,当半焦粒度≤425 μm、半焦投加量为2.5 g/100 g污泥时,浓缩污泥上清液的浊度、COD、SS分别从污泥调质前的836 NTU、258.2 mg/L、630.1 mg/L降至调质后的14.8 NTU、38.2 mg/L、18.6 mg/L,达到国家污水综合排放二级标准;浓缩污泥的含水率由调质前的91.74％降至调质后83.71％;污泥静置重力浓缩过程中,经半焦调质后的污泥沉降速率明显增加,污泥在前20 min的平均沉降速率由调质前的2.49 mL/min提高至3.48 mL/min;半焦对污泥调质与深度脱水机理主要表现在半焦对污泥的吸附作用及半焦对污泥疏水性能的增强作用.可见,基于半焦的污泥调质不仅能显著地改善污泥的浓缩脱水性能,还能提高污泥的热值,为污泥的能源化利用创造了条件.     

响应曲面法优化HMBR去除TN的工艺条件

采用复合式膜生物反应器HMBR处理低C/N(3-5)实际生活污水,TN含量17~45 mg/L。基于CCD响应曲面法,考察了溶解氧DO、水力停留时间HRT和污泥龄SRT的单独作用及交互作用,并建立TN去除率数学模型。结果表明,影响因子显著性顺序为HRTSRTDO,三者间存在一定的交互作用,但并不显著;数学模型回归性较好,预测最大TN去除率为75%,最佳条件组合为:DO=3.79 mg/L,HRT=8.84 h,SRT=33.62 d,验证实验结果 TN的去除率为73%,与预测值相比偏差仅为3%。采用HMBR处理低C/N生活污水,可以满足《污水综合排放标准》(GB8978-1996)一级标准中对TN≤15 mg/L的限制要求。