催化湿式氧化处理造纸废水的研究

以过渡金属氧化物CuO为活性组分,采用催化湿式氧化法处理造纸废水,考察Cu负载量、催化剂用量、反应温度对废水COD去除率的影响。结果表明:固定氧气分压在2.5MPa和反应时间3h,催化剂用量为3g,Cu负载量为4%,反应温度为220℃,500mL浓度为3250mg/L造纸废水的COD去除率为90%,色度去除率为89%,pH值由9.6变为7.8。另外,对催化剂进行再生处理和稳定性测试。结果表明:450℃下活化3h,在上述相同反应条件下,对原废水的COD去除率降低为88%,重复使用9次后对废水的COD去除率仍能保持在85%左右。     

无锡市大气PM2.5中黑碳的粒径分布与混合态特征

针对长江三角洲地区PM2.5中的重要组分黑碳(BC)气溶胶,2010~2011年利用单颗粒黑碳光度计(SP2),对江苏省无锡市夏冬两季BC气溶胶的质量浓度、粒径分布及单颗粒混合态进行了连续在线观测.结果表明,无锡市冬季BC质量浓度(6.1μg/m3)是夏季(2.5μg/m3)的2.4倍,内混态BC比例(NIB)冬季(64.8%)也显著高于夏季(44.6%),说明冬季BC污染与来外来污染传输有关.反向轨迹分析表明,来自华北平原的污染气团输入是冬季高浓度BC污染的首要原因. NIB的日变化趋势与BC质量浓度的完全相反.午后BC质量浓度最低时NIB最高,反映了二次光化学产物包覆在BC颗粒外层的老化过程.此外,夏冬两季BC粒径分布保持稳定,其质量浓度峰值对应粒径在225nm左右,数浓度峰值对应粒径在120nm左右.     

一种有机硅改性丙烯酸防污涂料的研究

目的通过在丙烯酸树脂分子中引入有机硅,制备一种具有低表面能的有机硅改性丙烯酸树脂CP-CC021。方法探讨合成工艺中有机硅单体和引发剂含量以及添加纳米级Si O2粒子填料对涂层性能的影响规律。结果获得了最大接触角的最佳工艺条件,添加纳米Si O2粒子增大了涂层的表面粗糙度,在涂层表面形成了大量微-纳结构状的突起,显著提高涂层的疏水性能。结论有机硅单体(VTMS)质量分数为23.0%,引发剂(AIBN)质量分数为0.50%,纳米Si O2粒子添加量(质量分数)为7.4%,得到的涂层接触角为126.1°。     

天津市滨海河流N2O扩散通量及控制因子

河流是大气温室气体重要的排放源.为了探讨天津市典型景观滨海河流N₂O释放空间特征及影响因素,以天津市6条不同土地利用类型的滨海河流为研究对象,通过顶空-气相色谱法测定了N₂O浓度、饱和度和扩散通量.结果表明,天津市不同景观河流N₂O浓度都处于过饱和状态,表现为大气N₂O的源;N₂O浓度、饱和度和扩散通量均值为（23.85±15.20）nmol·L^-1、（309.71±197.38）%和（27.04±16.46）μmol·（m²·d）^-1,范围分别为12.70～115.69 nmol·L^-1、 164%～1 502%和9.17～244.79μmol·（m²·d）^-1.天津市不同土地利用类型河流N₂O浓度和扩散通量具有较大的空间异质性,表现为：排污河>城市河流>郊区河流>农业河流.天津滨海河流N₂     

改性沸石(Na-Y型)对Ni2+的吸附行为

将天然沸石熔融制得新型改性沸石(Na-Y型),研究Na-Y型沸石对Ni2 的吸附行为.结果表明,对Ni2 的饱和吸附量,Na-Y型沸石为31.04mg·g-1,而天然斜发沸石和Na型沸石(NaCl改性)仅为3.60mg·g-1和7.64 mg·g-1.Na-Y型沸石对Ni2 的等温吸附行为符合Freundlich方程.对溶液中Ni2 的吸附量在初始阶段(0-5h)快速上升,而后趋于平缓.共存阳离子对Na-Y型沸石吸附Ni2 的影响为:Co2 》Ca2 》Fe3 》 K .     

玉米中四种镰刀菌毒素系统检测方法的研究

本文用气相色谱仪同步检测霉变玉米中脱氧雪腐镰刀菌烯醇、二乙酰氧基镳草镰刀菌烯醇、Ｔ－２毒素和玉米赤霉烯酮四种镰刀菌毒素,并筛选出较理想的衍生化试剂和衍生化条件。确定从玉米中对极性不同的四种毒素都有较高回收率的萃取、净化程序。建立了玉米中四种毒素的系统检测方法。本方法对四种毒素的回收率均达到８０％以上。     

Influence of environmental temperature and relative humidity on photocatalytic oxidation of toluene on activated carbon fibers coated TiO2

TiO₂ supported on active carbon fiber (TiO₂/ACF), an absorbable photocatalyst, is a new kind of material applied in air purification. In this paper, the influence of environmental temperature (T) and relative humidity (RH) on the gas-solid adsorption of toluene and the photocatalytic oxidation (PCO) efficiency of adsorbed toluene on TiO₂/ACF were studied, and then, the purification capability of TiO₂/ACF was estimated. PCO results showed that although the PCO efficiency increased under high RH and T levels, the amount of adsorption of toluene decreased. Moreover, quantitative analysis results of intermediates indicated that more environmental risk emerged when PCO of toluene was carried out at higher environmental T and RH levels because more toxic intermediates would be accumulated on the TiO₂/ACF. So, it is significant to control the environmental T and RH conditions in the application of the PCO technique. T = 25°C and RH530% is the optimal condition for purifying toluene in our experimental system. __________ Translated from Urban Environment & Urban Ecology, 2007, 20(5): 10–13 [译自: 城市环境与城市生态]     

Relation of lead adsorption on birnessites with different average oxidation states of manganese and release of Mn^2＋/H^＋/K^＋

The characteristics of Pb2+ adsorption on the surface of birnessites with different average oxidation states (AOS) of Mn, synthesized under acidic and alkali conditions, were investigated. The results indicated that the amount of adsorbed Pb2+ increased with the increase of Mn AOS in birnessites. The amount of Pb2+ adsorbed positively correlated with the amount of released Mn2+, H+, and K+ (r = 0.9962 > 0.6614, n = 14, α = 0.01). The released Mn2+, H+, and K+ were derived mostly from the corresponding catio...     

采用Fe2+/NaClO处理乐果废水的研究

研究了利用NaClO在酸性条件下生成的HClO代替Fenton试剂中的氧化剂H2O2,在Fe^2＋的作用下对乐果模拟废水进行处理。结果表明此方法处理乐果废水的效果比较明显。使用Fe^2＋／NaClO氧化处理乐果模拟废水,在pH值等于2,NaClO与FeSO4·7H2O的投加量分别为10mL/L,2．5g／L,振荡时间为30min,乐果初始质量浓度小于53mg／L时,乐果的处理率大于88．90％。     

Numerical model of flow and pollutant transportation in non-orthogonal curvilinear coordinates

The planar 2D k-ε double equations‘ turbulence model was adopted and transformed into non-orthogonal curvilinear coordinates. The concentration convection-diffusion was introduced to planar 2D SIMPLEC algorithm of flow in non-orthogonal curvilinear coordinates. The numerical model of pollutant transportation in non-orthogonal curvilinear coordinates was constructed. The model was applied to simulate the flow and pollutant concentration fields. In the testing concentration field, two optimal operations of contamination discharging both along bank and in the centerline at the first bend of the meandering channel were adopted. Comparison with available data showed the model developed was successful, was valuable to engineering application.