Biodegradation of mixture of VOC's in a biofilter

Volatile organic compounds(VOC‘s) in air have become major concern in recent years. Biodegradation of a mixture of ethanol and methanol vapor was evaluated in a laboratory biofilter with a bed of compost and polystyrene particles using an acclimated mixed culture. The continuous performance of the biofilter was studied with different proportion of ethanol and methanol at different initial concentration and flow rates. The result showed significant removal for both ethanol and methanol, which were composition dependent.The presence of either compound in the mixture inhibited the biodegradation of the other.     

Photodegradation mechanism of two dyes: the influence of adsorption behavior on the novel TiO2 particles

The relationship between adsorption behavior and photocatalytic mechanism of the two dyes was investigated. Adsorption isotherms showed that the adsorption of cationic pink FG was Langmuir type behavior, while the reactive brilliant red k-2G was Freundlich type behavior. The increasing pH favored the adsorption of FG but have little effect on the photodegradation. The increasing pH favored the adsorption and the photodegradation of k-2G. The presence of scavenger of hvb^ and OH. radical potassium iodide inhibited the degradation of k-2G, free radicals scavenger tetranitromethane inhibited the photodegradation of FG. These results indicated that the photodegradation of FG mainly via free radicals in solution, and the photodegradation of k-2G was mainly on the catalysts surface or near the interface of solid and solution by react with hvb^ and surface-bound OH.. The different effect of SO4^2- , HCO3^- on the adsorption and photodegradation of two dyes confirmed these results.     

Effect of nitrogen and phosphorus on the water quality in the Three Gorges Reservoir Area during and after its construction

A survey concerning the concentration of the nutrients in the Three Gorges Reservoir Area was carried out. This paper presents the parameters(NO3^- -N, NO2^- -N, KjeldahI-N, non-ionic ammonia, P-PO4 and TP)determined at 16 sampling sites from 1997 to 1999. The dominant soluble nitrogen form was NO3^- -N followed by KjeldahI-N, NO2^- -N and non-ionic ammonia. Mean values of NO3^- -N, NO2^- -N, Kjeldahl-N and non-ionic ammonia ranged from 0.50 to 2.37 mg/L, 0.022 to 0.084 mg/L, 0.33 to 0.99 mg/L and 0.007 to 0.092 mg/L respectively.Mean values of P-PO4 at most sampling sites were higher than 0.1 mg/L for subject to eutrophication. The major factors influencing the concentrations of N and P might be agricultural runoff, municipal and industrial effluents. In addition, 6 kinds of soil were sampled at the area where would inundated after the dam completed. Two approaches were adopted to simulate the N and P release from the inundated soils. The results showed that the soils would release nitrogen and phosphorus to the overlying water when the soils were inundated. The characteristics of soil affected the equilibrium concentrations of N and P between the soil and the overlying water.     

好氧颗粒污泥对酸性红B的生物吸附模型研究

考察了灭活好氧颗粒污泥吸附酸性红B的吸附等温线、吸附动力学和热力学.结果表明,Langmuir和Redlich-Peterson比Freudlich吸附等温线更符合试验数据,20 ℃时Langmuir最大单分子层吸附量为123.46 mg/g.吸附动力学符合准2级动力学模型.灭活AGS内部扩散过程用Webber-Morris模型拟合,结果表明颗粒内部扩散过程是限速步骤,但边界层扩散和动力学阻力亦不能忽略.热力学分析表明,吸附过程是吸热且自发的过程.     

新型复合材料处理氮磷废水的性能研究

采用阳离子表面活性剂十六烷基三甲基溴化铵（Hexadecyl Trimethyl Ammonium Bromide，HDTMA）和稀土溶液氯化镧（LaCl₃）对人造沸石进行改性，以增强其对水中氨氮和总磷的同步去除效果.结果表明，HDTMA和LaCl₃可有效负载于人造沸石表面，且在pH为7的条件下，改性沸石对氨氮和总磷的去除率分别由改性前的75%和1%提高到95.67%和91.96%.影响因素的实验表明，改性沸石对不同浓度废水的氨氮和总磷去除率均达到90%以上；氮、磷的去除率随改性沸石投加量的增加而上升；准二级动力学模型适合描述改性沸石对氨氮吸附的动力学过程，准一级动力学模型适合描述改性沸石对总磷吸附的动力学过程；吸附等温线说明改性沸石对水中氨氮的吸附属于离子交换，对水中磷酸盐的吸附包含离子交换和化学吸附两种过程.此外，通过再生性能、负载强度和离子竞争的试验证明改性沸石能应用于实际生化尾水的氮、磷去除.     

城市污水生物脱氮除磷常规工艺分析

阐述了污水生物脱氮除磷的机理，系统介绍了国内目前常用的污水生物脱氮除磷工艺，对其进行了系统全面的比较分析。并探讨了当今国内的一些脱氮除磷主要研究方向。     

块石空间定向性对土石混合体力学性质的影响

土石混合体作为一种土和石的特殊混合体,其宏观变形破坏及力学性质与块石的空间定向性密切相关。为了研究块石定向性对土石混合体变形破坏机理的影响,采用二维颗粒流软件中FISH语言编写算法生成不同角度的椭圆形块石,建立土石混合体二维颗粒流数值模型,分别进行了单块石和多块石条件下土石混合体双轴试验数值模拟,对其变形破坏机理进行了深入分析。结果表明:块石角度不同时,土体中裂纹萌生位置不同;随着块石短轴方向与最大主压力轴夹角增大,土石混合体黏聚力先减小后增加,内摩擦逐渐减小;在应力峰值前的应力平缓增长阶段,土体中裂纹迅速增长,在试样强度达到峰值后进入残余强度阶段,裂纹的增速也逐渐降低;块石角度不同时,土石混合体的剪切带破坏形式不同。     

闽江河口短叶茳芏湿地CH4和N2 O排放对氮输入的短期响应

利用静态箱-气相色谱法,研究了氮输入对闽江河口短叶茳芏湿地CH4和N2O排放通量的短期影响.结果表明,高氮输入在不同采样时间均促进了湿地CH4排放,低氮输入在不同时间则具有不同的变化特征.与对照处理相比,低氮和高氮2种处理分别使湿地CH4排放通量增加了-44.35%～1 057.35%和7.15%～667.37%.外源氮输入在24 h内对湿地N2O排放通量具有明显的正激发效应,最高可增加171.60倍和177.79倍,但在8 d后,氮输入对湿地N2O排放的激发效应减弱甚至消失.氮输入在短时间内对湿地土壤Ec、pH和Eh均未产生显著影响.湿地CH4排放通量在对照处理下仅与5 cm Eh存在显著负相关,在低氮处理下仅与10 cm地温呈显著负相关,在高氮处理下则与5 cm Ec、0、5 cm pH以及0、5、10 cm土壤Eh均呈显著相关性,而N2O排放通量在不同处理下与湿地气温、地温、盐度、pH和Eh等环境因子均不存在显著相关性.研究表明,探讨氮输入对湿地温室气体排放的影响应考虑其时间变异性.     

九龙江流域丰枯水期表层水体氮污染特征及其来源解析

为探明九龙江流域表层水体氮污染分布特征及其污染来源,于2020年7月(丰水期)和2021年1月(枯水期)开展九龙江全流域表层水体多点多断面原位观测,利用正定矩阵因子分析模型(positive matrix factorization, PMF)对不同水期全流域表层水体氮污染来源及贡献率进行解析,耦合相关性统计分析方法研究不同水期流域表层水体氮污染的关键驱动因子。结果表明,九龙江流域表层水体氮污染存在明显的水期分异特征,ρ(TN)为0.72～13.14 mg·L^-1,丰水期ρ(TN)为1.39～10.95 mg·L^-1,枯水期为0.72～13.14 mg·L^-1。硝态氮(NO₃^--N)、氨氮(NH₄⁺-N)、亚硝态氮(NO₂^--N)和溶解性有机氮(DON)浓度均表现为丰水期大于枯水期,但颗粒态氮(PN)浓度则表现为枯水期大于丰水期。丰水期氮污染以NO₃^-     

引调水河道氮的迁移转化及微生物群落结构特征——以望虞河为例

以引江济太调水工程-望虞河为研究对象,探究引调水河道氮素的迁移转化规律及微生物群落结构特征.于2020年10月、12月以及2021年1月在望虞河沿程布设监测点位并采集水样,分析其水体理化性质、氮的形态分布及含量、微生物群落结构变化特征.结果 表明:①硝酸盐氮是望虞河沿程水体中氮素的主要存在形态,占总氮浓度的75.3％～...