一体化厌氧氨氧化工艺处理垃圾渗滤液的性能研究

以垃圾渗滤液为研究对象,研究UASB-除碳-一体化ANAMMOX工艺的除碳脱氮特性.结果表明:该工艺可实现高效除碳脱氮;在进水COD浓度6210~16365mg/L?TN浓度为990~2100mg/L时工艺出水COD浓度最低为655mg/L,出水TN浓度最低为39.9mg/L.进水中的可降解COD主要在UASB和除碳池中去除(分别为59%和31%),进入到一体化ANAMMOX池中的多为惰性有机物质;TN的去除在除碳池和一体化ANAMMOX池中进行,其中除碳池中TN去除量占工艺TN去除量的53%,主要通过同步硝化反硝化去除;ANAMMOX池中TN去除46%,主要通过AOB和AnAOB的协同作用实现.当除碳池出水含可降解有机物时,对后续一体化ANAMMOX池的自养脱氮抑制严重;充分降解除碳池中的可降解有机物是影响系统脱氮效率的关键因素.     

填埋场渗漏风险评估的三级PRA模型及案例研究

在对填埋场渗滤液渗漏的环境风险进行系统分析的基础上,基于层次化风险评价,构建了填埋场渗漏风险评估的三级PRA模型,其中第1级概率风险评价模型(PRA)评价填埋场渗漏风险,第2级PRA评价地下水污染风险,第3级PRA评价人体健康风险.为定量研究不确定性因素对风险评价结果的影响,采用Monte Carlo方法研究三级PRA模型中参数的不确定性;采用事故树方法研究防渗层破损事故的不确定性.应用三级PRA模型评价了西南地区某危险废物填埋场渗滤液渗漏的环境风险,通过与实测数据和EPACMTP模型的比较,验证了该模型模拟结果的准确性. 第1级PRA评价结果显示,该填埋场渗漏量大于可接受渗漏量的概率为0.85,表明渗漏风险较大;第2级PRA评价结果指出,自第28年起渗滤液污染地下水的概率逐渐增大,在第47年污染概率等于1.00,主要污染物为Ni和Pb;第3级PRA评价结果表明,被污染的地下水将对填埋场周边居民构成健康危害,主要危害物为Pb,正常情况下其非致癌危害商为1.05;在不利条件下(降水量大、漏洞多、水文地质条件利于污染物扩散),非致癌危害商为1.34.      

上海市典型污水处理厂污泥浸出液的化学和毒性评价

为了研究污水污泥在海洋环境中释放带来的生态风险,在分析上海7处典型污水处理厂污水污泥浸出液中重金属与溶解性有机碳的基础上,使用黑鲷,卤虫,三角褐指藻,纤细角毛藻和小球藻研究污水污泥浸出液对海洋生物的急性毒性作用和生长抑制作用。化学分析结果表明,所有样点的污水污泥浸出液中重金属总量均低于中国(GB5085.3-2007)与欧盟(EN12457.2-2002)关于危险废弃物的鉴别标准,但溶解性有机碳(DOC)含量超过欧盟标准1个数量级。毒性实验结果表明,黑鲷幼鱼对污水污泥浸出液的敏感性最强,其次是海洋微藻,卤虫无节幼体的敏感性较低;毒性综合分析结果表明,S2和S3点的污水污泥浸出液对海洋生物的综合生物毒性相对最高,而S4,S5的综合生物毒性最低,其中接纳污水为工业污水,且有机质与硫化物含量较低的污水污泥浸出液对海洋生物的综合生物毒性较低。     

Motility of cryopreserved spermatozoa for the ecotoxicological evaluation of aquatic environments

A new approach to environmental studies was investigated by the authors, who propose the use of cryopreserved biological systems in ecotoxicological bioassays. The feasibility of spermiotoxicity tests using cryopreserved semen of the sea bream Sparus aurata, with sperm motility parameters as the endpoint, was evaluated. Thawed sperm was incubated in environmental samples (sediment elutriate and dumpsite leachate) and in a reference toxicant (cadmium) at scaled concentrations. Motility was then evaluated by video-microscopy using both visual and computer-assisted analyses. Activation time, sperm motility and velocity and motility duration were assessed on thawing and at the end of the incubation time, and the difference with respect to the control was statistically evaluated. All the endpoints of the bioassay proved to have good sensitivity even at the highest dilutions of the tested matrices. Observed differences in the sensitivity thresholds of the endpoints were considered to be representative of different aspects of sperm physiology. Therefore the proposed bioassay is a promising starting point for the development of toxicity tests that are increasingly tailored to the needs of ecotoxicology and environmental quality evaluation strategies for aquatic environments.     

Assessment of solid waste and dumpsite leachate and topsoil

Dumpsite leachate contains different hazardous substances, some of which threaten the environment. In this study, municipal solid waste, dumpsite leachate and topsoil from seven different dumpsites in Lagos and Ibadan, Nigeria were analysed using standard methods. The parameters analysed in the composite leachate samples collected are pH, solids, alkalinity, chloride, nitrate, sulfate, phosphate, biochemical oxygen demand, chemical oxygen demand turbidity, heavy metals (e.g. Zn, Pb, Co, Ni, Cd) and some persistent organic pollutants (e.g. polyaromatic hydrocarbons [PAHs] and polychlorinated biphenyls [PCBs]). Total organic carbon, heavy metals (e.g. Zn, Pb, Co, Ni, Cd) and organic pollutants (e.g. PAHs, PCBs) were analysed in the dumpsite topsoil and the control samples. The samples for heavy metal determination were digested using concentrated nitric acid and the digestate was analysed using atomic absorption spectrometry, whereas organic pollutants were extracted using cold extraction and quantified by gas chromatography-mass spectrometry (GC-MS). The study revealed that dumpsites in Ibadan have ～90% domestic and 10% industrial waste, whereas the figures for Lagos are 80% and 20%, respectively. In the leachate samples, concentrations of PAHs and PCBs ranged from 0.85 to 1.47 mg/L and 0.01 to 0.08 mg/L, respectively; the values were 0.94–2.79 mg/kg and 10.0–412 μg/kg in the topsoil. If not properly managed, dumpsite leachate can seep into groundwater and surface water via run-off, and can have adverse effects on human health and the entire ecosystem.     

矿化垃圾对剩余污泥厌氧水解、酸化的影响

通过向剩余污泥发酵系统中加入不同剂量的矿化垃圾的方法,探究了矿化垃圾对剩余污泥厌氧水解、酸化过程的影响.结果表明,添加1/3g/g TSS(总悬浮固体)剂量以内的矿化垃圾能显著提高WAS的水解、酸化过程,且矿化垃圾的最佳投加量为1/3g/g TSS,在此条件下,试验组SCOD/TCOD以及最大产酸量(183.45mg COD/g VSS,发酵时间为6d)均高于空白组(79.45mg COD/g VSS,发酵时间为10d).机理研究表明,矿化垃圾能够促进污泥的溶解、蛋白质和多糖的水解以及氨基酸和葡萄糖的酸化.在投加矿化垃圾的反应体系中与水解、酸化有关酶的活性也均高于空白试验组,进一步证实了矿化垃圾能够强化污泥厌氧发酵的水解酸化反应.     

高安屯卫生填埋场渗沥液处理工艺介绍与分析

垃圾填埋场在运行过程中会产生大量的渗沥液,如果处理不当将会引起地表水、地下水和土壤等严重的二次污染。通过高安屯卫生填埋场的实际运行情况,系统介绍该场的渗沥液处理工艺和处理效果,指出了生化加膜法实际运行中存在的问题,并提出了相关建议。     

序批式膜反应器处理高氨氮渗滤液同步硝化反硝化特性

应用序批式生物膜反应器(SBBR)处理实际垃圾渗滤液,在DO浓度分别为0.45mg.l-1和1.19mg.l-1条件下,研究了系统的有机物,氨氮和总氮去除特性以及游离氨(FA),DO对系统同步硝化反硝化(SND)类型的影响.250d试验研究表明:SBRR系统能够稳定高效地同步去除渗滤液内高浓度有机物和高浓度氨氮.在初始COD浓度为122—2385 mg.l-1的情况下,出水COD浓度为23—929 mg.l-1,有机物最大去除速率25.6 kgCOD.m-2载体.d-1.在初始NH4+-N浓度为40—396.5 mg.l-1的情况下,出水NH4+-N浓度为0—41.2 mg.l-1,最大硝化速率2.87 kgN.m-2载体.d-1.SBBR系统内发生了明显的同步硝化反硝化(SND)现象,TN平均去除率分别为73.8%(DO=0.45 mg.l-1)和30%(DO=1.19 mg.l-1)左右.当FA浓度在1.5—11.6 mg.l-1范围内时,系统中共存硝酸型SND和亚硝酸性SND.当FA从18.6 mg.l-1增加到56 mg.l-1,系统中形成稳定的亚硝酸SND.因此,FA是影响系统SND类型的主要因素,DO可促进亚硝酸性SND向硝酸型SND转化.     

如东县垃圾、粪便无害化处置场二期工程设计

介绍了如东县垃圾、粪便无害化处置场二期工程概况及主要设计内容。在设计中针对当地特殊的气候条件和地质特征,因地制宜,优化设计,旨在提高工程经济性及实用性。     

有机膨润土吸附垃圾渗滤液中苯酚的研究

以溴化十六烷基三甲铵为改性剂制备有机膨润土,研究了有机膨润土吸附垃圾渗滤液中典型有机污染物苯酚的性能、条件及改性条件对吸附效果的影响。结果表明,有机膨润土对苯酚有很好的吸附效果,实验条件下对苯酚的去除率可达90％以上,pH值是影响有机膨润土吸附能力的主要因素,绘制了不同初始浓度的苯酚溶液在平衡浓度达国家工业废水的第二类污染物三级排放标准时,改性膨润土的用量曲线及吸附等温线,并得到投样量方程：y＝0．1959x－0．2458,R^2＝0．9751。