TiO2膜降解水中污染物的稳定性考察与再生方法研究

针对实际水处理中对催化剂性能的要求,以光催化降解苯酚溶液作为探针反应,考察了玻璃纤维网上负载的TiO2膜催化剂长期使用条件下的稳定性,研究了催化剂在自来水中使用失活后的再生方法.结果表明,经过50次使用之后,膜催化剂120 min反应对苯酚的降解率从100%下降至83%,总体上看,所制催化剂还是具有相当好的稳定性;在反应器中用蒸馏水浸泡配合光催化反应对TiO2膜催化剂进行原位再生是一种可行的再生途径.     

气相色谱法分离和测定合成革用胶粘剂中的挥发性有机物

对合成革用胶粘剂中的发挥有机成份进行了色谱分离，并测定了胶粘剂中的9种挥发性有机物，方法的加标回收率为89.4%～102.8%，变异系数为1.2%～5.0%。     

涕灭威对地下水污染敏感区的预测与区划试点

本文根据涕灭威在室内模拟试验与田间试验的结果，详细剖析了影响涕灭威农药在土壤中残留和移动的各种因子，建立了涕灭威农药对地下水污染的敏感性模型，并就涕灭威农药在江苏使用后对地下水可能造成污染的情况进行了预测与区划试点，结果与用美国环保局提供的ＰＲＺＭ模型计算结果和田间实测结果基本一致，本模型可用于预测涕灭威农药在其它地区使用后对地下水可能造成污染的情况。     

vis/H2O2/草酸铁处理活性艳红染料的实验研究

采用vis/H2O2/草酸铁法,对活性艳红染料废水进行处理.研究了H2O2、K2C2O4和Fe2(SO4)3·7H2O的投加量、pH值和光照时间等因素对染料废水处理效果的影响和最佳处理条件.结果表明,pH值2.5;30%H2O2的投加量0.1 mL;0.1 mol/L Fe2(SO4)3·7H2O的投加量1.0 mL;0.1 mol/L K2C2O4的投加量1.5 mL;光照时间40 min的最佳条件下,70 mg/L的活性艳红模拟染料废水脱色率可达99.82%.通过对vis/H2O2/草酸铁法和Fenton法、H2O2法、草酸铁法等方法进行对比实验,vis/H2O2/草酸铁法明显优于其他方法,是一项有研究价值和开发应用前景的污染治理新技术.     

固定化细胞技术用于废水深度处理

固定化 (主要为固定化细胞 )技术 ,由于降解效率高 ,抗逆性强等优点 ,在废水处理中应用广泛。本文主要介绍了近年来固定化细胞技术在污水深度处理中的应用研究现状和发展前景。     

Adsorption of arsenate on soils. Part 1: laboratory batch experiments using 16 Chinese soils with different physiochemical properties

Laboratory batch experiments were carried out to study the adsorption of arsenate on 16 Chinese soils with different physicochemical properties. Wide differences in arsenate adsorption were observed, and the Jiangxi and Hubei soils were more effective sorbents for arsenate than other soils. The Langmuir one-surface and two-surface equations were used to model the arsenate adsorption data. Except for the Jiangxi and Hubei soils, the Langmuir one-surface equation gave reasonably good fits to the arsenate adsorption data. However, the Langmuir two-surface equation generally provided a better fit than the Langmuir one-surface equation. For soils with relative high organic matter (OM), dissolved organic carbon (DOC) or extractable phosphate, the Langmuir one-surface and two-surface equations described the adsorption isotherms similarly. In contrast, for soils with relatively low contents of OM, DOC or extractable phosphate, the Langmuir two-surface equation gave the better fit to the arsenate adsorption data.     

Designing monitoring networks to represent outdoor human exposure

Measurements of outdoor human exposure to suspended particulate matter (PM) are always constrained by available resources. An effective network design requires tradeoffs between variables measured, the number of sampling locations, sample duration, and sampling frequency. Sampling sites are needed to represent neighborhood and urban spatial scales with minimal influences from nearby sources. Although most PM measurements for determining compliance with standards are taken over 24-h periods every third to sixth day, outdoor human exposure assessment requires measurements taken continuously throughout the day, preferably over durations of 1 h or less. More detailed particle size and chemistry data are also desirable, as smaller size fractions and specific chemicals may be better indicators of adverse health effects than total mass samples.     

混凝-氧化法处理印染废水

采用混凝 氧化法对印染废水进行处理 ,得出最佳混凝条件及氧化条件。实验结果表明 ,该法可使印染废水的CODCr与色度去除率分别达到 90 .2 %和 99.1%。该方法具有去除率高、操作方便、设备简单、不产生二次污染等优点。     

Performance of three-phase three-dimensional electrode reactor for the reduction of COD in simulated wastewater-containing phenol

The removal of chemical oxygen demand (COD) from wastewater-containing phenol was investigated using three-phase three-dimensional electrode reactor. Special attention was paid to experimentally probe the performance of the reactor in COD removal in the process of repeated batch runs. The experimental results showed that the reactor could remove COD from phenol-containing wastewater much more efficiently than both granulated activated carbon (GAC) adsorption bed and conventional three-dimensional electrode. For 200th batch run, the three-phase three-dimensional electrode reactor with an airflow of 5 l min(-1) and a cell voltage of 30 V could remove 1350 ppm COD from the wastewater in 30 min while conventional three-dimensional electrode reactor with a same cell voltage and GAC adsorption bed with a same airflow only could remove 610 and 1000 ppm, respectively, at the same reaction duration. Although it was found that COD removal decreased with increasing repeated batch runs in our experimental range, due to adsorption saturation of GAC and electrode passivation, the extent of decrease for the three-phase three-dimensional electrode is much less than those for conventional three-dimensional electrodes and GAC adsorption beds. The passivated reactor could be partly re-activated by electrolysis in the presence of MnO2.     

污泥酸化速率影响因子的探讨

采用城市污水厂污泥作为嗜酸微生物菌株来源,通过添加一定量的单质硫,使其中的嗜酸硫杆菌群大量增殖,并使污泥pH大幅降低.取得的培养物可用于废旧干电池中重金属沥滤等的处理.由于培养物对重金属沥滤效率和污泥的酸化速率密切相关,为此进行了不同的污泥种类、加硫量、污泥浓度和曝气强度对污泥酸化速率影响的实验.实验表明,初沉泥、二沉泥和混合浓缩污泥都能迅速利用硫产酸;加硫量(以100 mL污泥计)在0.5、1.0、2.0、4.0 g时,快速酸化的趋势相同.0.5 g的加硫量显示出略微慢的酸化速率,最后达到的最低pH在1.2左右,其他三个都降至1.0以下.污泥质量分数在0.5%、1.0%、2.0%、3.0%、4.0%时,也具有相同的酸化趋势,0.5%质量分数的污泥下降速率最快,这与较低浓度下污泥对pH的缓冲能力较小有关;曝气强度在0.45 L/min和0.3 L/min差别较小,5 d内能迅速降低pH,0.2 L/min的酸化速率较慢,足够长的时间(12 d)也能将pH降至2.5左右,0.1 L/min的曝气强度的酸化速率最慢,不能达到预期的酸化效果.