污泥生物处理的研究与应用

污泥生物处理技术包括污泥前置及后置的处理。污泥前置处理可以通过微生物自身的新陈代谢和微生物种群之间捕食作用,以及对工艺和反应器的改良来实现污泥减量。污泥后置生物处理是指污泥消化,可以使用高温-中温共相厌氧消化和蛋形污泥消化器对污泥进行减量;这些方法从不同侧面反应了目前污泥生物处理研究现状以及最新进展。     

持久性有机污染物(POPs)生物修复研究进展

持久性有机污染物(POPs)具有高毒性和低可降解性的特征,通过先进的生物修复技术来治理POPs污染正受到公众普遍的关注.而提高生物可利用性则可以突破原位生物修复的瓶颈;宏基因组技术可以获得大量的降解基因资源;利用生物工程手段,可以大幅度提高降解菌的能力这3个方面是目前POPs生物修复领域的研究热点.     

对苯二甲酸降解菌固定化生物流化床处理精对苯二甲酸废水

采用微生物筛选、纯化技术,获得了降解对苯二甲酸（TA）的YPC—TA1,YPC—TA2,YPC-TA3,YPC—TA44株菌株。将筛选出的TA降解菌固定化,处理初始TA质量浓度为2650mg／L的模拟废水,降解36h后TA去除率达100％。用TA降解芮在生物流化床反应器中处理PTA废水,最佳容积负荷为6.7kg／（m^3·d）。生物流化床反应器可在容积负荷为6．0～6．5kg／（m^3·d）的较佳条件下长周期稳定运行,COD去除率保持在91％左右,TA去除率保持在94％左右。低pH废水冲击和高容积负荷废水冲击时COD,TA去除率均明显下降,恢复正常讲水后3～4d,COD,TA去除率均恢复正常。     

应用变性梯度凝胶电泳研究厦门西海域超微型真核浮游生物多样性

应用变性梯度凝胶电泳(DGGE)方法对厦门西海域超微型真核浮游生物的遗传多样性进行周年变化特征研究分析.结果表明,厦门西海域典型测站的超微型真核浮游生物群落具有丰富的多样性组成;厦门西海域超微型真核浮游生物群落遗传结构和主要类群组成季节性变化显著:不同典型测站之间的超微型真核浮游生物群落遗传结构的周年变化特征相似;不同典型测站之间的超微型真核浮游生物群落的类群组成也很相似,由绿藻、Stramenopiles、定鞭金藻、甲藻、未确定类群(unidentified groups)和其他类群组成.     

微生物降解石油烃污染物的研究进展

对石油烃污染物的生物处理技术进行了较全面的介绍,总结了国内外在该领域的研究成果.重点介绍了石油烃降解微生物种类、石油烃降解酶、环境影响因素以及微生物降解石油烃技术的应用等方面的研究进展.分析了现有研究中存在的不足,并对今后的研究趋势作了预测和展望.     

Influences of adding easily degradable organic waste on the minimization and humification of organic matter during straw composting

To find a better composting process with low greenhouse gas emission and high humus production, the effect of adding kitchen waste on reduction and humification of organic matter during straw composting was studied. Three processes were compared, consisting of different ratios of straw and kitchen waste (1:2, 1:1, and 2:1). At four time points over a 62-d incubation, the reduction and humification of compost was evaluated by measuring the total mass, carbon content, and humic material content of the compost. Treatment 1 (straw/kitchen waste ratio of 1:2) reduced the total mass of compost the most. Treatment 2 (straw/kitchen waste ratio of 1:1) reduced the total carbon content the most, reflecting the highest emission of greenhouse gas. Treatment 3 produced the most humic acid material and released the lowest amount of carbon. Hence, from the point of view of reducing greenhouse gas emissions and increasing stable organic matter such as humus and humic acid during composting, treatment #3 was optimal. The three treatments resulted in significant differences in microbial biomass and enzyme activity during composting. The highest amount of active microbial biomass was associated with the largest reduction in compost mass (treatment 1). Higher proportions of straw (treatments 2 and 3), which contains more lignin, were associated with greater β-glycosidase activity, which may generate more humus that can improve soil quality. Dehydrogenase activity seemed to be the most important microbial factor in organic carbon catabolism or humification.     

Persistence of diflubenzuron and bay sir 8514 in natural and sterile sandy loam and organic soils

Abstract

Disappearance rates of 10 ppm technical diflubenzuron (N(((4‐chloro‐phenyl)amino)carbonyl)‐2,6‐diflurobenzamide, Dimilin^®) and BAY SIR 8514 (2‐chloro‐N(((4‐trifluoromethoxyphenyl)amino)carbonyl)benzamide) applied on quartz sand to natural sandy loam and muck soils were significantly greater than for the corresponding sterilized soils, e.g. 47–51% vs. 68–87% BAY SIR 8514 and 2–12% vs. 80–87% diflubenzuron remaining at 12 wk, indicating that soil microorganisms play a major role in their degradation. Kinetic analysis of the data based on a first order dependence on the insecticide concentration showed that the rate constants for these disappearance reactions decreased with time.     

城市污水污泥发酵制园林营养土中微生物的变化分析

通过桶装发酵装置,进行城市污水污泥发酵制园林营养土过程中微生物的变化研究,测试不同好氧-厌氧交替组的发酵温度以及细菌、真菌、放线菌数量等的变化,探讨发酵温度与微生物变化的规律.结果表明,夏季不同发酵方式的发酵温度在50℃以上的持续时间均长于冬季,且夏季好氧-厌氧交替发酵的发酵温度在55℃以上的持续时间长于好氧发酵;冬季与夏季的好氧、好氧-厌氧交替发酵后,堆料中的粪大肠菌群数量均达到了《城镇污水处理厂污泥处置园林绿化用泥质》(CJ 248-2007)的卫生学指标要求;夏季好氧-厌氧交替发酵过程中,厌氧后发酵温度有所下降,好氧后发酵温度又有所回升;无论好氧还是好氧～厌氧交替发酵中,细菌均为优势种群,真菌、放线菌数量比细菌数量低2～6个数量级.     

厌氧序批式反应器中丝状颗粒污泥的形成

以葡萄糖为基质,研究浮动盖式ASBR中颗粒污泥的形成。实验结果表明,污泥在120 d时完全颗粒化,颗粒污泥具有良好的沉降性能(25 m/h)及良好的产甲烷活性,甲酸、乙酸、丙酸及丁酸最大代谢活性分别达到0.216、0.825、0.237和0.796 g COD/(g VSS.d)。电镜扫描(SEM)发现,整个污泥结构均一,均由丝状菌构成。     

固定化微生物法去除模拟渗滤液中氨氮的研究

采用固定化微生物曝气生物滤池（I-BAF）技术成功处理了模拟垃圾渗滤液,探讨了pH和溶解氧（DO）对系统脱氮性能的影响。结果表明,固定化微生物曝气生物滤池反应系统启动迅速,运行稳定,可以有效去除模拟垃圾渗滤液中的有机物和氨氮,其去除率分别达到97.1%和99.9%。在pH为7.5～8.5之间,DO 4.0 mg/L左右的条件下对模拟垃圾渗滤液中氮的去除最为有利,同步硝化反硝化效率以及总氮去除率均达到最高,分别为96.2%和94.3%。这主要是由于I-BAF系统中大孔载体提供了厌氧-兼氧-好氧的微环境,使硝化和反硝化反应在同一个反应器内发生,共同作用实现模拟垃圾渗滤液中总氮的去除。