常规净水工艺对猛水蚤的去除机理及效果

为实现对桡足类生物泄露风险的高效控制,以猛水蚤为研究对象,开展了常规净水工艺对桡足类生物的去除作用机理及效果研究,重点研究了猛水蚤去除与絮体颗粒形态特性关系和在石英砂滤床的分布规律.结果表明:优化操作条件下,混凝沉淀和过滤对猛水蚤去除率均可达99%,最佳工况包括快速搅拌300 r/min(1min)、中速搅拌150 r/min(5min)和低速搅拌75 r/min(5min),聚合氯化铝(PAC)投加量10 mg/L,沉淀时间0.5h,滤速9m/h,过滤周期1d.混凝对猛水蚤的去除效率主要决定于猛水蚤与絮体的有效吸附,絮体颗粒粒径越大、分形维数越低,猛水蚤去除率越高;过滤水冲刷携带引起的被动迁移,是导致猛水蚤穿透砂滤池的主要原因,适当降低滤速和缩短过滤周期,控制猛水蚤被动迁移规模,可以达到提高猛水蚤去除率效果.     

基于Miseq的好氧反硝化菌源水脱氮的种群演变

为了研究好氧反硝化菌源水脱氮过程中水体微生物群落的演变,利用Miseq高通量测序法对投菌和对照两系统水体样本的微生物信息进行统计,并对两组样品进行了优化序列统计,OTU分布统计和分类学分析的基础分析;以及细菌群落结构,PCA,Rank-Abundance,Hcluster,Specaccum和OTU分布的高级分析.结果显示,投加贫营养好氧反硝化菌的源水系统的氮素得到有效去除,脱氮效果明显;层次聚类和主成分分析显示两系统内的群落结构发生变化,投菌系统与对照系统主要表现为变形菌和拟杆菌门;细菌主要门类和水质参数的相关性分析得出,水质指标对两系统群落变化作用明显;与此同时,投菌系统中有关氮循环的细菌有上升的变化过程. Miseq高通量测序研究源水脱氮过程的微生物种群演变可行,为研究原位生物脱氮过程的水体微生物群落演变提供技术支撑.     

缺氧/好氧电化学膜-生物反应器强化脱氮效果及抗污染性能研究

研究了外加电压下电化学A/O-MBR的污染物去除效果和抗污染性能,分析了抗污染性能提高的原因.结果显示,外加2V电压时系统对COD和总氮的平均去除率分别为89.4%、92.2%,不加电压时COD和总氮的去除率分别为87.6%、77.3%,表明外加电压能够显著提高A/O-MBR的脱氮处理效果;研究同时发现,外加2V电压时,导电膜的平均运行周期为38d,相比不加电压时（平均26d）,运行周期有所延长.污染物与导电膜之间的静电排斥作用和H₂O₂的原位清洗作用是系统抗污染性能提升的主要原因.     

纹缟虾虎鱼对Cu~(2+)、Cd~(2+)和氨氮的毒性响应和敏感性分析

以纹缟虾虎鱼为受试生物,分别进行了Cu~(2+)、Cd~(2+)和氨氮为环境因子的急性毒性实验和氨氮慢性暴露实验,结合文献数据分析纹缟虾虎鱼对3种污染物的敏感性。结果表明,Cu~(2+)、Cd~(2+)和氨氮对纹缟虾虎鱼的EC50分别为4.527、40.408和63.182mg·L~(-1)。组织切片结果显示,氨氮暴露能够引起纹缟虾虎鱼肝组织结构退化,组织细胞畸变,其损伤程度随着氨氮浓度的升高而加剧。氨氮暴露对肠管未见明显影响。敏感性分析结果表明,纹缟虾虎鱼对Cu~(2+)、Cd~(2+)和氨氮的累积概率分别为83.33%、96.27%和90.48%,均表现为不敏感。在Cu~(2+)、Cd~(2+)和氨氮对海洋生物的敏感性排名中,纹缟虾虎鱼分别在第31/35、32/32和19/20位。在8~12种海洋鱼类中,纹缟虾虎鱼对上述3种污染物的敏感性都处在较低水平。     

Removal of elemental mercury by KI-impregnated clay

This study described the use of clay impregnated by KI in gas phase elemental mercury (Hg^o) removal in flue gas. The effects of KI loading, temperature, O₂, SO₂ and H₂O on Hg^o removal were investigated using a fixed bed reactor. The Hg^o removal efficiency of KI-clay with 3% KI loading could maintain at a high level (approximately 80 %) after 3 h. The KI-clay demonstrated to be a potential adsorbent for Hg^o removal when compared with activated carbon based adsorbent. O₂ was found to be an important factor in improving the Hg^o removal. O₂ was demonstrated to assist the transfer of KI to I₂ on the surface of KI-clay, which could react with Hg^o directly. NO and SO₂ could slightly improve Hg^o removal, while H₂O inhibited it greatly. The results indicated that after adsorption, most of the mercury escaped from the surface again. Some of the mercury may have been oxidized as it left the surface. The results demonstrated that the chemical reaction primarily occurred between KI and mercury on the surface of the KI-clay.     

Wastewater-nitrogen removal using polylactic acid/starch as carbon source: Optimization of operating parameters using response surface methodology

The use of PLA/starch blends for nitrogen removal was achieved. The influence of different operating parameters on responses was verified using RSM. The conditions for desired responses were successfully optimized simultaneously. Blends material may have a promising application prospect in the future. Nitrogen removal from ammonium-containing wastewater was conducted using polylactic acid (PLA)/starch blends as carbon source and carrier for functional bacteria. The exclusive and interactive influences of operating parameters (i.e., temperature, pH, stirring rate, and PLA-to-starch ratio (PLA proportion)) on nitrification (Y₁), denitrification (Y₂), and COD release rates (Y₃) were investigated through response surface methodology. Experimental results indicated that nitrogen removal could be successfully achieved in the PLA/starch blends through simultaneous nitrification and denitrification. The carbon release rate of the blends was controllable. The sensitivity of Y₁, Y₂, and Y₃ to different operating parameters also differed. The sequence for each response was as follows: for Y₁, pH>stirring rate>PLA proportion>temperature; for Y₂, pH>PLA proportion>temperature>stirring rate; and for Y₃, stirring rate>pH>PLA proportion>temperature. In this study, the following optimum conditions were observed: temperature, 32.0°C; pH 7.7; stirring rate, 200.0 r·min^-1; and PLA proportion, 0.4. Under these conditions, Y₁, Y₂, and Y₃ were 134.0 μg-N·g-blend^-1·h^-1, 160.9 μg-N·g-blend^-1·h^-1, and 7.6 × 10³ μg-O·g-blend^-1·h^-1, respectively. These results suggested that the PLA/starch blends may be an ideal packing material for nitrogen removal.     

基于间隔偏最小二乘法短程硝化反硝化中无机盐氮的近红外光谱

采用序批式活性污泥反应器(SBR)研究短程硝化反硝化系统中稳定条件下无机盐氮的变化规律,利用小波去噪法对无机盐氮的近红外光谱进行预处理,并用间隔偏最小二乘法(iPLS)建立无机盐氮含量的校正模型(iPLS模型).结果表明:小波去噪法对原始光谱中的部分噪声进行滤除,从而提高了模型的精度.采用最小二乘法对预处理后的光谱进行建模,优选出最佳波长区间并将光谱划分为20个子区间,优选出的氨氮特征波数为8243~8663cm-1,亚硝酸盐氮特征波数为4000~4420cm-1.所建模型对氨氮、亚硝酸盐氮校正时的相关系数(rc)分别达到0.9582、0.9544,校正均方根误差(RMSECV)分别为0.0321、0.0406;预测时的相关系数(rp)分别为0.9184、0.8816,预测均方根误差(RMSEP)分别为0.0790、0.0451.采用实际污水为原水时校正模型对氨氮、亚硝酸盐氮预测的相关系数(rp￠)分别为0.9190、0.8739,预测均方根误差(RMSEP′)分别为0.0578、0.0229.模型对氨氮和亚硝酸盐氮的预测总体效果较好.用小波去噪和最小二乘法建立模型不仅能有效减少建模所需变量数、缩短运算时间,而且模型预测精度较高,为无机盐氮的快速测定提供了一种可行的分析技术.     

HCPA-UF-MBR组合工艺处理低温高色高氨氮水源水研究

将高浓度纯化凹凸棒土(HCPA)投加至UF-MBR中,形成HCPA-UF-MBR组合工艺,研究HCPA-UF-MBR、UF-MBR两平行系统对低温高色高氨氮水源水的除污效果、反应器内活性污泥性能及膜污染情况,考察HCPA的作用机理与效能.结果表明,HCPA-UF-MBR对色度、CODMn、NH -N、TN的平均去除率为94.60%、81.61%、98.44%、58.30%,出水NO -N、NO -N浓度均较低;HCPA投加后,UF-MBR的除污效果与抗冲击负荷能力增强,污泥总活性与硝化活性分别提高了9.09%、105.88%,反应器达到稳定时间短且波动小,内部活性污泥硝化反硝化过程更充分;此外,HCPA吸附混合液中部分有机物,改善了污泥混合液性能,使膜表面滤饼层较疏松且透水性较好,有效地减轻了膜污染程度.     

生物炭对菜地土壤氮平衡及酸碱缓冲能力的影响

针对太湖地区菜地化肥氮投入量较大导致氮淋失严重及土壤酸化的现状,选取太湖地区的菜地土壤,利用盆栽试验连续种植三季小白菜,结合生物炭埋袋回收技术,研究不同化肥氮施用量(以N计,0和110 mg/kg)及生物炭添加量(w为0%、1%、2%和5%)对土壤氮淋失及酸碱缓冲能力的影响. 结果表明:在化肥氮施用量为110 mg/kg条件下,与无生物炭添加相比,生物炭添加量为2%时可使作物对土壤矿质态氮的利用效率提高约1倍(由41%增至81%),因化肥氮施用引起的土壤氮素残留量降低83%;生物炭添加可有效减少48%~65%的土壤氮淋失量,当添加量为1%、2%时,生物炭主要通过削减淋失液中ρ(TN)来降低土壤氮淋失量;添加量为5%时,则主要通过削减淋失液体积来实现. 无论是否添加化肥氮,生物炭均能有效维持土壤原有的pH、w(有机质)及w(盐基离子);促使土壤酸碱缓冲能容量增加22%~37%,致酸速率降低17%~80%,显著提升了土壤的酸碱缓冲能力. 研究显示,在化肥氮施用量为110 mg/kg条件下,生物炭添加量为2%时能对土壤酸化产生较好的缓冲效果.      

Simulation of long-term nutrient removal in a full-scale closed-loop bioreactor for sewage treatment: an example of Bayesian inference

In this study, the performance of nitrogen and phosphorus removal in a full-scale closed-loop bioreactor (oxidation ditch) system was simulated using the ASM2d model. Routine data describing the process for two years were compiled for calibration and validation. To overcome the identifiability problem, the classic Bayesian inference approach was utilized for parameter estimation. The calibrated model could describe the long-term trend of nutrient removal and short-term variations of the process performance, showing that the Bayesian method was a reliable and useful tool for the parameter estimation of the activated sludge models. The anoxic phosphate uptake by polyphosphate accumulating organisms (PAO) contributed 71.2% of the total Poly-P storage, which reveals the dominance of denitrifying phosphorus removal process under the oxygen limiting conditions. It was found that 58.7% of the anoxic Poly-P storage and denitrification by PAO in the reactor was achieved in the aerated compartment, implying that the PAO’s anoxic activity was significantly stimulated by the low dissolved oxygen (DO) level in this compartment due to the oxygen gradient caused by brush aerator.