城市分散式粪便颗粒化有机肥用作叶菜肥的肥力及环境影响

城市分散式粪便的处理已经成为现代化城市管理的一个难题.本研究在将城市分散式粪便经收集、除渣、絮凝脱水后制成颗粒肥;通过盆栽小青菜试验,评价了不同施肥量对小青菜的增产效果以及对土壤、淋溶水性质的影响,探讨了颗粒肥用于叶菜施肥的可行性.结果表明,施用颗粒肥可显著提高小青菜产量,试验条件下未对小青菜叶片造成大肠杆菌、大肠菌群等病原菌污染;在适当比例的施肥水平下,颗粒肥施用后淋溶水中的病原菌浓度低于对照组.施用颗粒肥能显著提高土壤氮、磷、钾、有机质等营养物质含量,提高土壤孔隙度水平,降低土壤容重,改善土壤理化性质;同时颗粒肥施用不会对土壤和淋溶水造成重金属离子污染,且能有效降低土壤氮、钾的淋溶.     

溶藻活性物质对棕囊藻溶藻及其脂肪酸影响的模拟

为了探讨芽孢杆菌B1分泌的胞外溶藻活性物质对球形棕囊藻的溶藻特性和藻毒素物质脂肪酸的影响,比较了模拟自然水体中叶绿素a、p H、溶解氧DO、高锰酸盐指数和营养元素N、P浓度在溶藻前后的变化,并利用GC-MS检测了球形棕囊藻脂肪酸的成分和含量.用体积比1∶100的芽孢杆菌B1胞外活性物质处理模拟水体14 d,发现水体中叶绿素a、p H值和高锰酸盐指数随处理时间的增加而降低,DO和N、P浓度随处理时间的增加而增加.在第14 d时,处理组水体中p H值由8.50降低到7.51,叶绿素a降低82.3%(P0.05),DO增加29.5%(P0.05),高锰酸盐指数降低55.2%(P0.01).NH+4-N、NO-2-N、NO-3-N和PO3-4-P浓度分别增加了0.46、1.50、6.24和1.30倍.投加活性物质处理14 d后,球形棕囊藻藻毒素中的主要3种脂肪酸C18:2、C16:0和C18:1分别降低了100%、97.7%和85.4%(P0.01),总脂肪酸含量降低83.4%(P0.01).结果表明,芽孢杆菌B1胞外溶藻活性物质在模拟自然水体中能有效抑制球形棕囊藻的生长,并降低藻毒素脂肪酸的含量.研究结果为芽孢杆菌B1胞外活性物质的生态安全性应用提供理论基础.     

干湿循环对三峡支流消落带沉积物中可转化态氮及其形态分布的影响

水体富营养化的形成与沉积物中氮素的"源-汇"关系密切,本研究选取三峡典型支流澎溪河消落带上、中、下这3个水文断面,160 m和170 m两个水位高程,0~20、20~40、40~60、60~80、80~100 cm共5个深度的沉积物样品,通过研究其总可转化态氮(TF-N)与各形态可转化态氮含量及分布特征,旨在揭示周期性水位变化对消落带沉积物氮释放的影响.结果表明,澎溪河消落带沉积物总氮含量在313.02~3 255.53 mg·kg-1之间,空间分布上呈上站位(渠口)中站位(高阳)下站位(双江)的趋势;总可转化态氮含量范围为288.54~1 123.27mg·kg-1,均值为639.40 mg·kg-1,空间分布趋势与总氮一致;TF-N中各形态氮的大小顺序为:OSF-N(有机态和硫化物结合态)IMOF-N(铁锰结合态)CF-N(碳酸盐结合态)IEF-N(离子交换态).沉积物中TF-N主要以OSF-N(50.9%)和IMOF-N(33.3%)形态存在.OSF-N很难释放,不易参与氮循环.IMOF-N受水文条件影响显著,表现为在低水位高程和下采样站位沉积物中含量更低.淹水胁迫、水体富营养化等情况下氧含量较低,相对还原条件下有利于其向水体释放.而TF-N及其形态分布在垂直深度上无显著差异.可见,三峡库区特殊调蓄水制度加速了澎溪河下游、低水位高程消落带沉积物中IMOF-N向水体的释放.     

Shifts in microbial community structure and diversity in a MBR combined with worm reactors treating synthetic wastewater

The chemical oxygen demand (COD) and NH₃-N removal, membrane fouling, sludge characteristics and microbial community structure in a membrane bioreactor (MBR) coupled with worm reactors (SSBWR) were evaluated for 210 days. The obtained results were compared to those from a conventional MBR (C-MBR) operated in parallel. The results indicated that the combined MBR (S-MBR) achieved higher COD and NH₃-N removal efficiency, slower increase in membrane fouling, better sludge settleability and higher activities of the related enzymes in the activated sludge. Denaturing gradient gel electrophoresis was used to analyze the microbial community structures in the C-MBR and the S-MBR. The microbial community structure in the S-MBR was more diverse than that in the C-MBR. Additionally, the slow-growing microbes such as Saprospiraceae, Actinomyces, Frankia, Clostridium, Comamonas, Pseudomonas, Dechloromonas and Flavobacterium were enriched in the S-MBR, further accounting for the sludge reduction, membrane fouling alleviation and wastewater treatment.     

Assessment of the clear-sky bias issue using continuous PM10 data from two AERONET sites in Korea

A bias in clear-sky conditions that will be involved in estimating particulate matter(PM)concentration from aerosol optical depth(AOD) was examined using PM_(10) from two Aerosol Robotic Network sites in Korea. The study periods were between 2004 and 2007 at Anmyon and between 2003 and 2011 at Gosan, when both PM_(10) and AOD were available. Mean PM_(10) when AOD was available(PM AOD) was higher than that from all PM_(10)data(PM all) by 5.1 and9.9 μg/m~3 at Anmyon and Gosan, which accounted for 11% and 26% of PM all, respectively.Because of a difference between mean PM_(10) under daytime clear-sky conditions(PM clear)and PM AOD, the variations in ΔPM_(10), the difference of PM all from PM clear rather than from PM AOD, were investigated. Although monthly variations in ΔPM_(10)at the two sites were different, they were positively correlated to those in ΔT, similarly defined as ΔPM_(10)except for temperature, at both sites. ΔPM_(10)at Anmyon decreased to a negative value in January due to an influence of the Siberian continental high-pressure system while ΔPM_(10)at Gosan was high in winter due to an effect of photochemical production at higher temperatures than at Anmyon.     

北京市郊区夏季臭氧重污染特征及生成效率

为研究北京郊区夏季O₃(臭氧)重污染过程特征及O₃生成的光化学敏感性,基于2016年夏季在北京郊区开展的针对O₃及其相关污染物的强化观测试验(7月23日—8月31日,共计40 d),分析了观测期间O₃浓度[以φ(O₃)计]变化特征、O₃重污染过程主控因素与O₃敏感性化学特征.结果表明:观测期间φ(O₃)超标时有发生,最大小时φ(O₃)为151.1×10-9,其中有15 d的φ(O₃)最大8 h滑动平均值(O₃-max-8h)超过了GB 3095—2012《环境空气质量标准》二级标准限值,占观测天数的37.5%;不同O₃重污染过程成因有所不同,城市烟羽传输的污染物对郊区O₃重污染过程影响显著(观测期间臭氧重污染过程:过程1,7月27—29日;过程3,8月9—11日;过程4,8月16日;过程5,8月21—24日),区域光化学污染对郊区O₃重污染过程也有贡献(观测期间O₃重污染过程2:8月4—6日);结合后向气流轨迹进一步辅助说明了不同重污染过程中O₃的来源不同.研究还发现,观测区域存在反“周末效应”现象,说明观测区域周末受人为影响较为明显;基于观测数据计算的OPE(O₃生成效率)分析了O₃光化学敏感性表明,在有OPE值的22 d内NO_x控制区和VOCs控制区出现的概率(41%)相等,即观测区域O₃对NO_x和VOCs均敏感;此外还发现,在O₃重污染过程中光化学敏感性会随其反应进程发生改变,由NO_x控制区逐渐转变为VOCs控制区.      

高含氮印染废水强化脱氮处理组合工艺

为考察UASB-A/LO/O（缺氧/低氧/好氧）组合工艺的实际应用效果,将该工艺应用到规模为6 000 t/d的实际工程中,考察其对高含氮印染废水处理效果,同时采用微生物高通量测序对A/LO/O工艺中的微生物菌群结构进行解析.结果表明:在前处理废水进水流量为100 m3/h,染色废水进水流量为150 m3/h,同时A/LO/O工艺污泥回流比为50%左右情况下,COD_Cr、NH₃-N和TN的去除率分别达到91.6%、95.5%和73.5%;染色和前处理废水在改良UASB内均实现了高效厌氧氨化,染色废水厌氧出水中ρ（NH₃-N）/ρ（TN）保持在80%以上,前处理废水厌氧出水保持在85%以上;调节UASB运行参数可对VFAs（挥发性脂肪酸）进行有效调控,从而为后段反硝化工艺提供高品质碳源,实现高效脱氮;A/LO/O系统对COD_Cr、NH₃-N、TN有较好的去除效果,其脱氮性能主要靠变性菌门（Proteobateria）发挥作用,该系统中低氧池的微生物种类最为丰富且发生短程硝化反硝化,对污染物去除贡献最大,当低氧池△ρ（COD_Cr）/△ρ（TN）在18.6左右时,TN去除率最高,达到82%.研究显示,该组合工艺对工程中高含氮印染废水的脱氮效果良好.      

Control of aliphatic halogenated DBP precursors with multiple drinking water treatment processes: Formation potential and integrated toxicity

The comprehensive control efficiency for the formation potentials(FPs) of a range of regulated and unregulated halogenated disinfection by-products(DBPs)(including carbonaceous DBPs(C-DBPs), nitrogenous DBPs(N-DBPs), and iodinated DBPs(I-DBPs)) with the multiple drinking water treatment processes, including pre-ozonation, conventional treatment(coagulation–sedimentation, pre-sand filtration), ozone-biological activated carbon(O_3-BAC) advanced treatment, and post-sand filtration, was investigated. The potential toxic risks of DBPs by combing their FPs and toxicity values were also evaluated.The results showed that the multiple drinking water treatment processes had superior performance in removing organic/inorganic precursors and reducing the formation of a range of halogenated DBPs. Therein, ozonation significantly removed bromide and iodide,and thus reduced the formation of brominated and iodinated DBPs. The removal of organic carbon and nitrogen precursors by the conventional treatment processes was substantially improved by O_3-BAC advanced treatment, and thus prevented the formation of chlorinated C-DBPs and N-DBPs. However, BAC filtration leads to the increased formation of brominated C-DBPs and N-DBPs due to the increase of bromide/DOC and bromide/DON.After the whole multiple treatment processes, the rank order for integrated toxic risk values caused by these halogenated DBPs was haloacetonitriles(HANs)》haloacetamides(HAMs) haloacetic acids(HAAs) trihalomethanes(THMs) halonitromethanes(HNMs) 》I-DBPs(I-HAMs and I-THMs). I-DBPs failed to cause high integrated toxic risk because of their very low FPs. The significant higher integrated toxic risk value caused by HANs than other halogenated DBPs cannot be ignored.     

大冶湖表层水和沉积物中重金属污染特征与风险评价

于2014年4月采集大冶湖表层水和表层沉积物,用原子吸收分光光度法测定其重金属含量,并基于健康风险评价模型和潜在生态风险指数法开展表层水和沉积物重金属污染的潜在健康风险和生态风险评价.结果表明,表层水和沉积物重金属(Ni、Cd、Cu和Pb)含量平均值分别为49.27、2.19、12.18、12.13μg·L~(-1)和78.46、77.13、650.13、134.22 mg·kg~(-1).富集系数显示,Cd、Cu和Pb均为重度富集,尤其是Cd累积最为明显.与国内典型湖泊重金属污染相比,表层水和沉积物中重金属元素含量均相对较高.表层水和沉积物重金属元素均表现为湖湾处含量较高,中部含量较均匀的分布规律,其来源主要受多种人为活动污染.环境风险评价显示,重金属类化学物质通过饮水途径产生健康风险范围为9.77E-08~1.63E-05 a-1,Ni和Cd是水环境健康风险的优先管理对象.沉积物重金属的潜在生态风险高低为CdCuPbNi,其中Cd是生态风险的贡献元素.     

北方高盐景观水体氮磷时空分布特征及富营养化评价

为掌握北方高盐景观水体的水环境状况,选取天津市中新生态城3个景观水体(清净湖、蓟运河和蓟运河故道)为研究对象,于2013年12月—2014年11月对其进行定期取样监测,开展水体氮磷污染特征分析及富营养化评价。结果表明:1)蓟运河、清净湖和蓟运河故道的TDS均值分别为3.42,4.64,20.2 g/L,属于高盐景观水体;2)水体TN和TP浓度逐月变化显著,水质整体上冬春季优于夏秋季,其中蓟运河TP和TN的浓度最大,且波动较大;3)根据TN/TP比值判定,研究区水体除清净湖在短时间表现为氮限制外,水体大部分时间段内表现为磷限制,P为主要限制因子;4)富营养化评价表明:水体均处于富营养状态,且有蓟运河蓟运河故道清净湖;5)相关性结果表明:TDS与电导率、水温及EI呈显著正相关,相关系数分别为0.905、0.822和0.645,盐度也是影响富营养化的关键因素。