复合药剂对不同类型重金属污染土壤的固化修复

为了考察复合药剂对Pb、Hg、Cr、Cd、Zn、Cu和Ni污染土样的固化修复效果,以重污染企业用地、冶炼厂河道底泥和自配土壤为污染土样进行试验,试验中的普适复合药剂主要为含磷酸盐沉淀剂、黏土和水泥,视情况辅以无机还原助剂和有机络合助剂。在普适药剂(相对原土样的质量分数15%)、还原剂(5%)和有机助剂(2%)的组配下,处理后的重金属浸出质量浓度低于GB 18598—2001标准值。普适药剂对Pb、Cd、Zn、Cu、Ni的固化有效,磷酸盐是促成Pb固化的关键成分,黏土和水泥分别起到吸附固定和物理包封的作用。无机助剂中的还原/络合性成分和硫化物分别对Cr(VI)和Hg的固化有明显的促进作用。对于Pb、Cd、Zn、Cu复合污染土壤的修复,分析了重金属浸出质量浓度随普适药剂投加量变化的特征曲线,结果表明,Pb比Cu的曲线斜率更大,表明Pb的固化效率更高;Cd和Zn具有相似的曲线形状,推测二者具有类似的固化机理。     

北京一次近地面O3与PM2.5复合污染过程分析

利用O_3、PM_(2.5)监测数据、紫外辐射观测数据及气象观测资料,结合WRF模式模拟的大气环境背景场,分析了2014年9月3—8日北京一次近地层O_3与PM_(2.5)复合污染过程。结果表明,O_3和PM_(2.5)出现高质量浓度污染与大陆高压和副热带高压系统的相继持续控制有关,较强的紫外辐射及高压形成的下沉气流是造成边界层复合污染,尤其是O_3污染的主要原因。此次复合污染过程中,O_3于9月4—7日连续4 d超标,PM_(2.5)于9月5—7日连续3 d超标。造成这一现象的原因为:受大陆高压和副高的持续高压影响,北京地区天气晴朗、紫外辐射较强,地面风场较弱,700 h Pa以下持续存在下沉气流,O_3日均质量浓度逐日上升,于9月5日先到达峰值,同时PM_(2.5)日均质量浓度逐日升高;6日在副高西部边缘偏南暖湿气流输送及形成的平流逆温作用下,PM_(2.5)质量浓度突增,削弱了太阳紫外辐射强度,O_3质量浓度开始下降。此后,在低压槽作用下PM_(2.5)质量浓度增到峰值,O_3质量浓度保持下降趋势。9月5—7日形成了3 d的O_3与PM_(2.5)复合污染事件。     

白腐真菌组合培养提高漆酶酶活的作用机制研究

采用白腐真菌组合培养的方式提高漆酶酶活,并对组合后菌株相互作用机制进行了研究.菌株55(Trametes trogii)和菌株m-6(Trametes versicolor)组合后漆酶酶活较菌株55和m-6分别提高了24.13倍和4.07倍;组合后菌株间不存在抑制作用;平板培养时,两菌株菌丝生长止于菌丝交界处,该处漆酶酶活最高并分泌褐色色素;液体培养时,菌株m-6对组合后漆酶酶活的提高起着更为重要的作用:向菌株55的培养物中添加菌块m-6,其酶活比向菌株m-6培养物中添加菌块55时的酶活高7.03倍,并且菌株m-6胞外物对菌株55的漆酶分泌也有明显的刺激作用,其中加入20 mL过滤灭菌胞外物可使菌株55漆酶酶活提高6.79倍,而且胞外物高温灭菌后仍能刺激菌株55的漆酶分泌,加入20mL后酶活比对照高4.60倍;Native-PAGE活性染色结果表明组合后同工酶种类未发生变化,但有3种同工酶的浓度升高.     

水源地藻类及藻毒素同时去除的效果及机制分析

利用组合载体对太湖梅梁湾水源地水体中藻类及藻毒素的同时去除试验表明:检测水源地水体中藻量、Chl-a、TMC的含量各为(31.67～78.27)×106个.L-1、32.58～102.67μg·L-1、1.79～11.97μg·L-1.在水力停留时间为7d、组合载体的密度为13.1%的条件下,组合载体AP对藻量的平均去除率达到了59.78%,对Chl-a的平均去除率达到了80.82%,对TMC-LR、TMC-RR、EMC-LR、EMC-RR的降解率最高能达到99.73%、97.10%、100%、75.44%.对其去除机制的研究表明,组合载体AP对总细菌的富集能力达到了8.3×1011～35.6×1011cells.g-1,比湖水本底值中细菌的总数高出了8～9个数量级.对除藻及藻毒素过程中的优势菌种,经过培养、分离,考察其形态、生理生化特性,利用聚合酶链反应(PCR)、16S rRNA序列分析技术,经鉴定确认该优势菌株为假单胞菌属(Pseudomonas sp.)和芽孢杆菌(Bacillussp.).组合载体AP上富集的大量微生物,它们的协同降解作用是去除藻及藻毒素的主要作用机制.     

多氯联苯污染土壤菌根真菌-紫花苜蓿-根瘤菌联合修复效应

选用紫花苜蓿（Medicago sativa L.）作为宿主植物,盆栽试验研究了丛枝菌根真菌（Glomus caledonium）和苜蓿根瘤菌(Rhizobium meliloti)单接种及双接种对PCBs复合污染土壤的联合修复效应.结果表明,在紫花苜蓿-菌根真菌-根瘤菌共生体系中,紫花苜蓿对土壤中PCBs的降低起到明显作用,使轻度污染和重度污染土壤中PCBs浓度分别下降了15.8%、 23.5%,紫花苜蓿单接种菌根真菌和苜蓿根瘤菌后轻度污染和重度污染土壤中PCBs浓度分别下降了14.8％、 24.1%和20.6%、 25.5%,双接种后土壤PCBs分别降低了23.2％、26.9%,而且也改变了紫花苜蓿根际土壤微生物群落的碳源利用程度,改善了微生物群落功能多样性.可见,紫花苜蓿豆科植物-菌根真菌-根瘤菌特殊共生体对PCBs污染土壤显示了较好的修复潜力.     

Combined toxicity of copper and cadmium to six rice genotypes （Oryza sativa L.）

Accumulation of copper (Cu) and cadmium (Cd) in six rice cultivars (94D-22, 94D-54, 94D-64, Gui630, YY-1 and KY1360) was evaluated through exposure to heavy metal contamination (100 mg/kg Cu, 1.0 mg/kg Cd, and 100 mg/kg Cu + 1.0 mg/kg Cd) in a greenhouse. The dry weight of shoot and root, concentrations of Cu and Cd in plant tissues and the Cu, Cd, P, Fe concentrations in the root surface iron plaques were analyzed eight weeks later after treatment. The results indicated that the plant biomass was mainly determined by rice genotypes, not Cu and Cd content in soil. Separated treatment with Cu/Cd increased each metal level in shoot, root and iron plaques. Soil Cu enhanced Cd accumulation in tissues. In contrast, Cu concentrations in shoot and root was unaffected by soil Cd. Compared to single metal contamination, combined treatment increased Cd content by 110.6%, 77.0% and 45.2% in shoot, and by 112.7%, 51.2% and 18.4% in root for Gui630, YY-1 and KY1360, respectively. The content level of Cu or Cd in root surface iron plaques was not affected by their soil content. Cu promoted Fe accumulation in iron plaques, while Cd has no effect on P and Fe accumulation in it. The translocation of Cu and Cd from iron plaques to root and shoot was also discussed. These results might be beneficial in selecting cultivars with low heavy metal accumulation and designing strategies for soil bioremediation.     

人工湿地对化粪池出水净化效果的对比研究

对比了四种复合人工湿地系统对化粪池出水COD、TP、NH3-N和SS的净化效果,试验系统均采用间歇式进水,时间间隔为1d。为期7个月的运行结果表明,系统出水水质均达到城镇污水处理厂污染物排放标准(GB18918-2002)中的二级标准,其中潜流(水平流)+垂直流(上行流)湿地系统对COD的去除效果最好;垂直流(下行流)+垂直流(上行流)湿地系统对TP、NH3-N、SS去除效果最好;选用含钙石灰石和含铁矿粉做填料、采用间歇式的运行方式可以提高湿地系统对污染物的去除率。     

地面爆燃式电打火装置在火炬上的应用

介绍了地面爆燃式电打火装置的结构及安装要点,实践表明该装置点火效率高、故障率低、便于检修,非常适合石油化工行业的火炬打火系统。     

Pollutants removal and simulation model of combined membrane process for wastewater treatment and reuse in submarine cabin for long voyage

A laboratory scale test was conducted in a combined membrane process (CMP) with a capacity of 2.91 m3/d for 240 d to treat the mixed wastewater of humidity condensate, hygiene wastewater and urine in submarine cabin during prolonged voyage. Removal performance of chemical oxygen demand (COD), ammonia nitrogen (NH4 +-N), turbidity and anionic surfactants (LAS) was investigated under di erent conditions. It was observed that the e uent COD, NH4 +-N, turbidity and LAS flocculated in ranges of 0.19–0.85 mg/L, 0.03–0.18 mg/L, 0.0–0.15 NTU and 0.0–0.05 mg/L, respectively in spite of considerable fluctuation in corresponding influent of 2120–5350 mg/L, 79.5–129.3 mg/L, 110–181.1NTU and 4.9–5.4 mg/L. The e uent quality of the CMP could meet the requirements of mechanical water and hygiene water according to the class I water quality standards in China (GB3838-2002). The removal rates of COD, NH4 +-N, turbidity and LAS removed in the MBR were more than 90%, which indicated that biodegradation is indispensable and plays a major role in the wastewater treatment and reuse. A model, built on the back propagation neural network (BPNN) theory, was developed for the simulation of CMP and produced high reliability. The average error of COD and NH4 +-N was 5.14% and 6.20%, respectively, and the root mean squared error of turbidity and LAS was 2.76% and 1.41%, respectively. The results indicated that the model well fitted the laboratory data, and was able to simulate the removal of COD, NH4 +-N, turbidity and LAS. It also suggested that the model proposed could reflect and manage the operation of CMP for the treatment of the mixed wastewaters in submarine.     

A~2/O-曝气生物滤池工艺处理低C/N比生活污水脱氮除磷

以低C/N比实际生活污水为研究对象,重点考查了A2/O-曝气生物滤池生化系统的脱氮除磷特性.同时,考虑到A2/O工艺的主要功能是除磷及反硝化,而曝气生物滤池则以硝化为目的.因此,通过缩短A2/O的泥龄,可将硝化过程从A2/O中分离出去,让曝气生物滤池完成硝化,实现硝化菌和聚磷菌的分离,并解决了硝化菌和聚磷菌泥龄之间的矛盾.试验结果表明,该生化系统可实现有机物、氮和磷的同步去除.在平均C/N比为4.2,内回流比R为250%的条件下,平均进水COD、TN、TP分别为239.9、57.3和5.1mg·L-1,平均最终出水COD、TN、TP分别为34.1、13.3和0.1mg·L-1,去除率分别为85.8%、76.9%和98.3%.曝气生物滤池对氨氮几乎保持了100%的去除率.序批试验表明,反硝化聚磷菌占聚磷菌的比例为40.5%.