反硝化条件下河岸渗滤过程中苯胺的降解

通过河岸渗滤作用(riverbankfiltration, RBF) 诱发河水的补给, 增大地下水的允许开采量可以满足更多居民生活饮用水需求.受人类活动的影响, 河流等地表水体遭受苯胺污染, 可能通过RBF进入地下水, 以致饮用该地下水存在健康风险.为研究反硝化条件下, 苯胺在RBF中的转化, 采集渭河河床沉积物及沿岸地下水含水层的含水介质, 装置土柱, 进行土柱动态模拟实验.经过153 d的实验研究发现, 利用苯胺对RBF中土著反硝化微生物进行驯化, 大约经过37d菌种完全适应.具有该菌种的RBF系统, 对苯胺具有巨大降解能力, 在NO3——N约为23.0 mg/L的条件下, RBF系统可使40、80甚至400 mg/L浓度的苯胺100%降解, 矿化率分别达97.99%、91.39%与75.30%.反硝化条件下, 苯胺在RBF中的降解仅有少部分经过脱氨作用, 绝大部分与腐殖质以共价键形式形成耦合物, 该耦合物更易为微生物降解, 且降解过程中不产生对研究环境微生物有毒的中间产物, 可实现反硝化条件下RBF中苯胺的连续降解.      

二价铁活化过硫酸盐去除水中苯胺

零价铁和硝基苯反应后生成二价铁和苯胺,而苯胺也是地下水污染物。硫酸根自由基具有强氧化性,可以降解苯胺。而二价铁可以活化过硫酸盐产生硫酸根自由基,进而去除苯胺。本文研究了二价铁浓度、过硫酸盐浓度、苯胺初始浓度、体系初始pH、反应温度等因素对二价铁活化过硫酸盐去除水中苯胺处理效率的影响。结果表明:1)Fe2+活化过硫酸盐生成SO-4·能快速并有效氧化降解苯胺,对于目标浓度为1 000 mg/L的苯胺而言,Fe2+浓度为3.3 mmol/L,Na2S2O8浓度为4.4 mmol/L时,对苯胺有较佳降解效果,苯胺的降解率为86.33%。2体系对较低浓度的苯胺降解效果较好,当污染物初始浓度由1 000 mg/L降低到500 mg/L和100 mg/L时,苯胺降解率由86.33%升高为90.27%和97.16%。3初始pH对苯胺的降解率影响较大,中性条件下(pH=7左右)降解率较好,高初始pH(pH=9,11)和低初始pH条件(pH=3,5)下均低于中性条件下苯胺的降解效率。4体系的温度变化对降解率影响不明显。     

Impact of suboxia on sinking particulate organic carbon: Enhanced carbon flux and preferential degradation of amino acids via denitrification

Fluxes of particulate organic carbon (POC) through the oxygen deficient waters in the eastern tropical North Pacific were found to be relatively less attenuated with depth than elsewhere in the eastern North Pacific. The attenuation coefficient (b) for the flux was found to be 0.40 versus the composite value of 0.86 determined by Martin et al. (1987). To examine this further, sinking POC was collected using sediment traps and allowed to degrade in oxic and suboxic experiments. Using a kinetic model, it was found that degradation proceeded at similar rates (roughly 0.8 day⁻¹) under oxic and suboxic conditions, but a greater fraction of bulk POC was resistant to degradation in the suboxic experiments (61% vs. 23%). Amino acids accounted for 37% of POC collected at 75m, but following degradation the value dropped to 17% and 16% in the oxic and suboxic experiments respectively. POC collected from 500m was 10% amino acids. The non-AA component of POC collected at 75m was not degraded under suboxic conditions, while under oxic conditions it was. These results suggest that microbes degrading OC under suboxic conditions via denitrification preferentially utilize nitrogen-rich amino acids. This preferential degradation of amino acids suggests that 9% more nitrogen may be lost via water column denitrification than is accounted for when a more “Redfieldian” stoichiometry for POC is assumed.     

高氯酸盐在硝酸盐还原条件下的厌氧生物降解

利用厌氧微生物降解法, 以醋酸根为碳源, 考察了高氯酸盐在不同浓度的硝酸盐还原环境下的生物降解能力, 分析硝酸盐对高氯酸盐生物降解的影响.实验结果表明, 10mg/L的高氯酸盐在不同浓度硝酸盐环境下均可被富集培养物降解.20mg/L硝酸盐还原环境中, 高氯酸盐的降解未受到抑制; 在碳源充足的条件下, 100mg/L、200mg/L及500mg/L的硝酸盐环境中, 高氯酸盐降解出现滞后期, 分别为7d、13d和38d.反应初期, 高氯酸盐降解滞后是由于硝酸盐为优先级别较高的电子受体, 更易于被微生物利用.随着硝酸盐快速降解和亚硝酸盐的累积, 高氯酸盐降解停滞可能是由于电子竞争和较高浓度的亚硝酸盐对高氯酸盐降解菌酶活性产生毒性抑制这两方面共同作用的结果.      

Hydrochemical dynamics of TOC and NO3 − contents as natural tracers of infiltration in karst aquifers

Analysis of Total Organic Carbon (TOC) and NO₃ ^? contents in the water at six springs in the province of Malaga (Southern Spain), sampled under different hydrologic conditions, revealed two different hydrochemical behaviour patterns for these natural tracers of infiltration. TOC content increased during every recharge period, following the rapid arrival of water infiltrating through the soil. On the other hand, NO₃ ^? content only rose during the first flood episodes (normally in autumn), and fell during the winter and spring ones. This difference is consequence of the distinctive biogeochemical kinetics of nitrogen with respect to organic carbon, both in the soil and within the aquifer. Unlike the mineralisation undergone by TOC from the surface to the spring, the NO₃ ^? ion remains in the aquifer almost unaffected, due to the oxidizing conditions prevailing within the karst medium, which do not allow its denitrification and favour its preservation within the saturated zone. In non-polluted aquifers, TOC and NO₃ ^? have a common origin in the soil and can be used to determine infiltration processes and the hydrogeological functioning of karst aquifers. Their different hydrochemical evolution provides information about mineralization and degradation processes of organic matter within karst aquifers, which can be used to validate the vulnerability to contamination in this type of medium.     

The degradation characteristics of microbial biomass in soil

Soil microbial biomass is a primary source of soil organic carbon (SOC) and therefore plays a fundamental role in carbon and nitrogen cycling. However, little is known about the fate and transformations of microbial biomass in soil. Here we employ HR-MAS NMR spectroscopy to monitor ¹³C and ¹⁵N labeled soil microbial biomass and leachate degradation over time. As expected, there is a rapid loss of carbohydrate structures. However, diffusion edited HR-MAS NMR data reveals that macromolecular carbohydrates are more resistant to degradation and are found in the leachate. Aromatic components survive as dissolved species in the leachate while aliphatic components persist in both the biomass and leachate. Dissolved protein and peptidoglycan accumulate in the leachate and recalcitrant amide nitrogen and lipoprotein persists in both the degraded biomass and leachate. Cross-peaks that appear in ¹H-¹⁵N HR-MAS NMR spectra after degradation suggest that specific peptides are either selectively preserved or used for the synthesis of unknown structures. The overall degradation pathways reported here are similar to that of decomposing plant material degraded under similar conditions suggesting that the difference between recalcitrant carbon from different sources is negligible after decomposition.     

UV/H2O2法降解乙酸影响因素的研究

通过采用UV/H₂O₂法,以乙酸为研究对象,高压汞灯为光源,在温度为（35±2）℃、曝空气量为0.8 L/min的条件下,研究了UV/H₂O₂技术对500 mL浓度为8 mmol/L的乙酸溶液进行的光降解反应。考察了各种因素对UV/H₂O₂降解乙酸的影响。实验表明,H₂O₂浓度为15 mmol/L、pH值为3.4时,乙酸降解效果最佳,此时,在240 min内,乙酸、TOC和COD的去除率可分别达到98%、98%和97%,体系中乙酸完全矿化。利用UV/H₂O₂法对实际糠醛废水进行了降解,效果良好。     

电化学-水动力循环耦合井内生物反应器去除地下水中苯胺

为使含水层中苯胺污染的原位修复过程高效安全且不产生二次污染,提出了一种电化学-水动力循环下的井内生物反应器修复地下水中苯胺的方法.在水动力循环系统的驱动下,评价了苯胺在水动力循环系统的挥发情况并且通过电化学手段提供氧气,井内生物反应器提供修复载体,在砂槽模拟的含水层体系中开展井内生物反应器降解苯胺的修复实验,并对生长曲线及含水层中苯胺修复进行了模拟.289 h的修复使体系内苯胺平均浓度从298 mg/L降低到132 mg/L,去除率为56.5%.运行过程中,监测点苯胺平均浓度在48 h内去除速率为1.10 mg/（L·h）,48~72 h内去除速率为0.85 mg/（L·h）,72 h到289 h内苯胺去除速率维持在0.65 mg/（L·h）,氧化降解逐步减弱.该过程符合Michaelis-Menten方程,反应速率为:-6.71×10-7/（15+t）2.该修复系统是基于地下水动力循环技术的改进,有望应用于有机污染地下水修复.      

Biodegradation of Cypermethrin by Pseudomonas in a batch activated sludge process

The biodegradation of Cypermethrin (20 to 125 mg/L) in an effluent using batch activated sludge was studied. Degradation was found to occur to a great extent only in the presence of Pseudomonas (IES-Ps-1) culture. Under aerobic conditions using mechanical aerators, Cypermethrin (20 mg/L) was almost completely degraded in just over 48 h at ambient temperature. Further loading of organic compound in subsequent experiments demonstrated that IES-PS-1was capable to degrade 82 % Cypermethrin at 40 mg/L dose in approximately 48 h. When the concentration was increased to 80 mg/L, 50% degradation of this compound was observed. Over this time period the cells could utilize only 17 % of Cypermethrin when it was given 125 mg/L, respectively. These findings indicate that increased concentration of Cypermethrin has a marked effect on biodegradation performance of IES-Ps-1 with a modest increased in the duration of lag phase, but did not lead to complete inhibition or cell death. These results proved that IES-Ps-1 is responsible for Cypermethrin degradation. Such finding may be useful in designing a scale-up in situ or on-site hazardous waste bioremediation process for field application.     

单井注水改变填埋场中垃圾土温度的模拟

为了加速填埋场降解的稳定化,渗滤液回灌常被应用在工程实践中。使用竖井进行回灌是较为有效的方式之一。伴随着液体的注入,由于对流的产生,垃圾土温度势必会发生改变。基于无锡填埋场注水试验,对该现场试验过程中垃圾土温度的改变进行模拟。为此,建立了考虑渗透系数和孔隙率随深度变化的渗流模型,以及考虑渗流影响的热对流-热传导模型,并利用数值计算方法进行求解。在对比计算值和试验值之后,发现所建立的模型能较好地模拟注水期间渗滤液水位和垃圾土温度的变化规律。结果表明：在离注水井超过6 m处的位置,显现的液位相对滞后,至少滞后0.15 d,而且距离越远滞后的时间越长;在液位以下,注水井周围的垃圾土温度均低于初始温度。但是在径向上远离注水井3.6 m之外的垃圾土温度并不是全低于初始温度,在新老垃圾土交界处之上2 m范围内,会出现温度高于初始温度的现象,温度差可达3 ℃;新填垃圾土的已降解时长对单井注水工况下温度分布的影响较为显著。     

非卫生垃圾填埋场渗滤液污染防治对策研究

针对非卫生垃圾填埋场环境污染问题,以某垃圾填埋场为例,通过 WHI UnSat Suite软件 HELP模块计算不同填埋条件下渗滤液渗漏量。利用GMS模拟了该垃圾场中心抽水条件下污染物迁移变化规律。结果表明,简单地表防渗条件下,渗滤液渗漏量为现状条件下的50%,增铺 HDPE土工膜后,渗漏量可减少99%。卫生填埋渗滤液仅为现状条件下的3.6＆#215;10-3倍。当抽水量为2000 m3/d时,Cl-浓度呈明显下降趋势,由84 mg/L降至80.1 mg/L。     

重庆芙蓉洞上覆基岩、土壤元素分布特征及其对洞穴滴水水化学影响

通过对重庆芙蓉洞上覆基岩和土壤中元素分布特征以及表层岩溶泉水、土壤渗透水和洞穴滴水水化学特征的系统监测,发现Ca2+、Mg2+、Sr2+和SO42-在表层岩溶系统的基岩、土壤、水(土壤渗透水和洞穴滴水)三大载体的运移过程中发生了明显分异。Ca2+、Mg2+和Sr2+在基岩中平均质量比分别为239949ppm、129607ppm和123ppm,在土壤中分别为37458ppm、28360ppm和49ppm,土壤渗透水中分别为25.55mg/L、11.04mg/L和0.026mg/L,而在洞穴滴水中分别为64.37mg/L、37.87mg/L和0.044mg/L。Ca、Mg和Sr在土壤剖面中表现出明显的淋溶和淀积作用,其元素含量高低直接影响土壤渗透水元素含量;基岩的元素含量主导了土壤各层位、土壤渗透水及滴水中元素含量。不同滴水点的水其运移的路径、时间和环境条件不同,因此在利用洞穴次生化学沉积物元素地球化学特征来反映洞外环境变化时,需综合考虑各元素在岩-土-水中的分布迁移特征及其与环境因素的相互关系。      

共存重金属离子对针铁矿活化过硫酸盐去除水中磺胺吡啶的影响

基于硫酸根自由基的高级氧化技术能有效降解水中磺胺类药物残留。由于在自然环境中共存重金属会对环境修复效果产生一定影响,文中重点研究了不同pH环境条件下不同重金属离子对针铁矿活化过硫酸盐(PS)去除水中磺胺吡啶(SPY)的影响。不同类型重金属离子(Cu^2+、Pb^2+、Cd^2+,0.2mmol/L)在反应体系(初始条件:针铁矿,1.0g/L;PS,4mmol/L;SPY,10mg/L;pH=8.2)中对SPY的降解对比研究发现:在无重金属共存的条件下,针铁矿/PS体系降解SPY的去除率为25.2%;Pb^2+和Cd^2+对针铁矿/PS体系的影响较弱,去除率分别为30.8%和34.8%;Cu^2+的促进作用很大,可以使SPY被完全降解(100%)。机理分析认为,在针铁矿/PS体系中Pb^2+和Cd^2+主要通过影响吸附作用导致磺胺吡啶被去除,而Cu^2+主要通过自身活化PS的作用。不同pH条件(3.0,8.0,12.0)实验证实弱碱性条件下,Cu^2+/针铁矿/PS能够发挥较高的活性从而降解SPY。本文结果为采用针铁矿活化过硫酸盐技术修复类似复合污染地下水环境提供了实验依据。     

垃圾破碎和垃圾压实在厌氧渗滤液循环中的作用

通过3个对比反应柱研究了厌氧渗滤液循环中垃圾的破碎和压实对垃圾降解的影响。实验结果显示：在填埋垃圾量和渗滤液循环量相同的条件下，经过60d的厌氧渗滤液循环，对比垃圾柱的出水CODcr浓度为1333．2mg／L，而破碎垃圾柱和压实垃圾柱出水的CODcr浓度分别为582．4mg／L和2112．4mg／L。在厌氧渗滤液循环中，对垃圾进行破碎处理能够加速垃圾的降解，降低垃圾填埋场对地下水的危害；而对垃圾填埋体的压实不利于垃圾的降解，从而增加了垃圾填埋场污染地下水的风险。     

Deterioration of groundwater quality in the vicinity of an active open-tipping site in West Malaysia

There is an urgent need for characterization of leachate arising from waste disposal to ensure a corresponding effective leachate management policy. Field and laboratory studies have been carried out to investigate the impact of municipal landfill leachate on the underlying groundwater at a site in West Malaysia. The solid waste was disposed of directly onto an unprotected natural soil formation. This situation was made worse by the shallow water table. The hydrochemical composition of groundwater in the vicinity of the site (background) is a dilute mixed cation, bicarbonate water. The high ionic balance error of ~13.5% reveals that the groundwater body underneath the site was a highly contaminated leachate rather than contaminated groundwater. Elevated concentration of chloride (355.48 mg/L), nitrate (10.40 mg/L as NO₃), nitrite (14.59 mg/L), ammoniacal-N (11.61 mg/L), sodium (227.56 mg/L), iron (0.97 mg/L), and lead (0.32 mg/L) measured downgradient indicate that the contamination plume has migrated further away from the site. In most cases, the concentration of these contamination indicators, together with the ranges of sodium percentage (66.3–89.9%) and sodium adsorption ratio (10.1–19.7%), were found to be considerably higher than the limit values of safe water for both domestic and irrigation purposes, respectively.     

Evaluating the effectiveness of bank infiltration process in new Aswan City, Egypt

Riverbank filtration (RBF) is an efficient and low-cost natural alternative technology for water supply application in which surface water contaminants are removed or degraded as the infiltrating water moves from the river to the pumping wells. In this study, a full-scale RBF site consisting of three vertical wells installed 50 m from Nile bank was investigated. The RBF systems are particularly well suited for providing better water quality than withdrawal directly from the Nile River to produce drinking water for New Aswan city. The study is carried out by taking samples over 1 year from riverbank filtrates wells, Nile River (as induced surface water), and some production wells were collected and analyzed. Physicochemical and microbiological measurements such as turbidity, dissolved oxygen, total suspended solids, total organic carbon, total dissolved solids, electrical conductivity, pH, Fe, Mn, NH₃, NO₂, NO₃, PO₄, Ca, Mg, Na, K, HCO₃, SO₄, Cl, total bacteria, and total coliform were carried out. The results of bank filtrate were compared with those of the natural groundwater and previous reported Nile water. Chemical and bacterial quality parameters of RBF are under the allowable limits for drinking water. Moreover, bank filtration is simultaneously improved the ambient groundwater and cleaned Nile water in the studied area. Result of this full-scale RBF plant showed the effectiveness of riverbank filtration as a proven treatment technique in Nile Valley with a fraction of cost comparing to conventional surface treatment plants.     

氧化铁矿物催化分解苯酚的动力学速率及其产物特征

本文研究了针铁矿、纤铁矿、赤铁矿和磁铁矿在过氧化氢参与下催化分解苯酚的动力学速率与溶液pH值的关系,并用紫外吸收谱测定了反应产物的谱学特征。结果表明,纤铁矿反应体系催化分解苯酚的速率常数(k)最大,其余依次为磁铁矿、针铁矿和赤铁矿。在纤铁矿反应体系中又以pH=3.8时反应速率常数最大。除赤铁矿反应体系外,当溶液pH=3~4时苯酚被完全分解,并有50%~65%的有机碳(TOC)被矿化。在pH=3.25的赤铁矿反应体系中,苯酚大多仅被转化为多酚,小部分苯环被打开形成己烯酸。当溶液pH=4~5时,苯酚一般仅被转化为多酚类化合物,但TOC基本不变。当溶液pH>5时,苯酚没有发生明显的转化和矿化现象。     

Impact of pit-toilet leachate on groundwater chemistry and role of vadose zone in removal of nitrate and E. coli pollutants in Kolar District, Karnataka, India

Assessment of chemistry of groundwater infiltrated by pit-toilet leachate and contaminant removal by vadose zone form the focus of this study. The study area is Mulbagal Town in Karnataka State, India. Groundwater level measurements and estimation of unsaturated permeability indicated that the leachate recharged the groundwater inside the town at the rate of 1 m/day. The average nitrate concentration of groundwater inside the town (148 mg/L) was three times larger than the permissible limit (45 mg/L), while the average nitrate concentration of groundwater outside the town (30 mg/L) was below the permissible limit. The groundwater inside the town exhibited E. coli contamination, while groundwater outside the town was free of pathogen contamination. Infiltration of alkalis (Na⁺, K⁺) and strong acids (Cl^?, SO₄ ^2?) caused the mixed Ca–Mg–Cl type (60 %) and Na–Cl type (28 %) facies to predominate groundwater inside the town, while, Ca–HCO₃ (35 %), mixed Ca–Mg–Cl type (35 %) and mixed Ca–Na–HCO₃ type (28 %) facies predominated groundwater outside/periphery of town. Reductions in E. coli and nitrate concentrations with vadose zone thickness indicated its participation in contaminant removal. A 4-m thickness of unsaturated sand + soft, disintegrated weathered rock deposit facilitates the removal of 1 log of E. coli pathogen. The anoxic conditions prevailing in the deeper layers of the vadose zone (>19 m thickness) favor denitrification resulting in lower nitrate concentrations (28–96 mg/L) in deeper water tables (located at depths of ?29 to ?39 m).     

垃圾渗滤液污染晕中污染物的衰减规律研究

通过实验室土柱模拟实验,研究垃圾渗滤液污染晕中不同污染物在空间和时间上的迁移转化规律和生物地球化学作用机理。实验结果表明：渗滤液污染晕中,TOC浓度随距离增加而降低,其初期去除率为99.87%。随着时间的延长,TOC浓度升高,末期去除率仅为55.21%,而且其在地下环境中的迁移能力较强;铵氮空间上的变化规律在初期与TOC相似,其去除率达99.58%,但后期其浓度随距离的增加呈先升高后降低的变化趋势。随着时间的延长,铵氮浓度不断升高,但其迁移能力不及TOC,末期去除率仍高达90.21%。     

骆驼山煤矿不同含水层水中荧光性DOM分布特征

结合骆驼山煤矿不同含水层水文地质条件,通过检测分析各含水层水中天然有机质三维荧光光谱、总有机碳TOC和无机阴离子,研究了荧光性溶解有机物(Dissolved Organic Matter,DOM)的分布特征,结果表明:TOC和有机物在254 mm波长紫外光下的吸光度UV₂₅₄整体上随着含水层层位加深而减少,奥灰水中TOC和UV₂₅₄比其他水体分别低2~3.3倍和2.4~4.7倍;有机物芳香度也逐渐降低,紫外吸光度SUVA值在地表水、第四系水、砂岩水和奥灰水中分别为3.28、2.27、2.24和1.96。地表水和第四系水的三维荧光光谱(3DEEM)图存在5个指纹区域,随着地层层位的加深,水中有机物总体上呈递减趋势,最深层的奥灰水中没有酪氨酸、疏水性有机酸和海洋性腐植酸,而色氨酸的荧光强度比其他水体都高,表明地下水中有机物会反应生成色氨酸类有机物。奥灰水中TOC随着地下水流向逐渐减少(从0.27 mg/L减少至0.22 mg/L);有机物反应生成色氨酸,导致色氨酸FI随着水流而逐渐增加;根据3DEEM光谱图,骆驼山煤矿区奥灰水中有机物比较稳定,能够明显区分出其作为突水水源的特征离子。