硫酸盐还原菌净化含铬电镀废水的中试研究

本文研究了硫酸盐还原菌在还原剂的参与下净化含铬电镀废水中间试验的工艺条件,通过净化措施,使废水中Cr(6 )含量由30～40mg／L,下降为0．1mg／L以下,达到了废水排放标准。去除率为99．67～99．97％。分批净化电镀废水103t,试验证明废水净化工艺具有良好的稳定性。而且消除了二次污染。     

凤眼莲对城市污水净化及其综合利用的研究

在氧化塘处理城市污水中,凤眼莲作为该系统工程中的一个重要组成部分,经净化4天的去除率是:COD 为20%,BOD 为30%;对 COD 的耐污浓度是300mg/l 以下。对氮、磷的去除率是:3天为58～98%。对重金属镉、铅、锌、铜及有机酚等都有很高的去除能力。凤眼莲在北方越冬可采用简易的温室即可保种,留种20kg 到夏季可繁殖到10万 kg,可综合利用于沼气、农家肥和养鱼饲料.     

镉、铜和锌胁迫下黑藻活性氧的产生及抗氧化酶活性的变化研究

研究了不同Cd、Cu、Zn处理浓度对黑藻体内活性氧()产生及对抗氧化酶(SOD、POD、CAT)活性的分子毒理学效应以探讨高等水生植物抗氧化酶对重金属胁迫的反应。结果表明,三种重金属都不同程度地加快了产生速率;Cu使SOD、POD、CAT活性下降;Cd也都减弱了SOD和POD活性,而CAT活性在0.5—5mg/L处理浓度时增加;Zn对SOD活性也为抑制作用,当浓度为0.5—5mg/L时POD和CAT活性都上升。关联度分析发现Cd、Cu和Zn胁迫下黑藻起主要保护作用的分别为SOD、POD和CAT,而SOD最易受到影响。Cd、Cu处理下的叶绿素含量也都呈下降趋势,而0.5—5mg/L的Zn浓度刺激了叶绿素合成。所有Zn处理、0.5mg/L的Cu处理和0.5—1mg/L的Cd处理的叶绿素a/b值都大于对照值。除了Cu使可溶性蛋白含量减少外,0.5—5mg/L的Zn和0.5—1mg/L的Cd都使其含量增加。综合起来,Cu的毒性最强,其次为Cd,Zn最弱。致死阈浓度分别为:Cu:0.5—1mg/L;Cd:1—2mg/L;Zn:5—6mg/L。SOD是评价重金属对沉水植物毒性效应的灵敏指标。黑藻对水环境Cu污染反应敏感。     

土壤pH对东南景天修复镉和锌污染土壤的影响

采用盆栽方法研究重金属(Zn、Cd)2种污染水平(T1处理:Zn 1200 mg·kg-1+Cd 20 mg·kg-1;T2处理:Zn 300 mg·kg-1+Cd 2.0 mg·kg-1)、4个p H水平(4.0、5.5、7.0和8.5)下,土壤Zn、Cd有效态的变化、东南景天吸收和积累特征以及植物对土壤中Zn、Cd的去除效果。结果表明,随着p H的降低,土壤Zn、Cd的有效态含量显著增大,东南景天吸收和积累土壤Zn、Cd的效率显著提高。T1处理时东南景天生物量在p H 5.5时最大,但与其他p H处理的差异并不显著;Zn、Cd在植物地上与地下部分的含量均在p H 4.0时最大。T2处理时东南景天在p H 4.0时体内重金属含量最高,但由于植物生长受到Al和Mn等元素的毒害,此时生物量最小。东南景天对土壤重金属去除率均在p H 5.5时最高,其中T1处理时Cd、Zn去除率分别为16%和1.33%,T2处理时分别为27%和1.09%;2种污染水平土壤重金属的去除率均在p H 8.5时最小。因此,适当降低土壤p H,可有效提高植物积累和去除土壤Zn、Cd的效率。本研究为进一步利用东南景天修复重金属污染土壤、提高植物修复效率提供了科学依据。     

凤眼莲净化燕山石油化工废水的研究Ⅰ．动态模拟试验

两级串联凤眼莲塘净化燕山石化废水的动态模拟试验表睨：在温暖季节,凤眼莲塘对该废水有很强的净化能力,其净化效率明显高于普通氧化塘。总停留时间为8天的两级串联的凤眼莲塘可使出水达到规定要求。塘Ⅰ塘Ⅱ的去除率常数分别为0．376和0．151,表面净化率分别为9．51和2．38gCOD／m^2d,凤眼莲(湿重)增长量分别为226和210g／m^2d。当日平均气温在10—24℃的范围内,COD去除率(R)在日平均气温(T)的影响下以对数函数下降R87．70 JnT-200．15。根据试验,提出了动态凤眼莲塘净化燕山石化废水的定量计算方法和有关参数。     

重金属Cd2+、Pb2+ 和Zn2+ 对泥鳅 DNA损伤的研究

采用单细胞凝胶电泳技术(SCGE),研究重金属Cd2 、Pb2 、Zn2 在不同暴露时间(1—35d)、单一重金属离子不同暴露浓度(0.05mg/L、0.5mg/L、5.0mg/L)或混合重金属离子(Cd2 Pb2 、Cd2 Zn2 、Pb2 Zn2 、Cd2 Pb2 Zn2 )相同浓度(0.5mg/L)条件下对泥鳅肝胰脏细胞核DNA的损伤作用。以带彗尾核DNA百分率和彗尾长度(TL)与核直径(D)比值为指标,探讨DNA损伤级别与处理浓度间的相关性。结果显示,随着处理时间的延长,带彗尾核DNA百分率和TL/D值均呈上升趋势,5.0mg/L Zn2 组28d时带彗尾核DNA百分率最高(84.85%),35d的TL/D值亦为所有组中最高(2.50);对DNA损伤作用,初期以1级损伤为主,7d后以3级损伤为主,且损伤率超过80%;Cd2 、Pb2 和Zn2 之间的联合毒性表现复杂,但总体表现为Cd2 存在时能增强Pb2 或Zn2 对DNA的损伤作用。总之,重金属Cd2 、Pb2 和Zn2 对泥鳅肝胰脏细胞核DNA损伤具有明显的浓度和时间效应,利用SCGE技术可对水环境污染导致的生物基因毒性作用进行监测。     

中亚热带典型森林生态系统对降水中铅镉的截留特征

实验于2012年9月到2013年8月期间,在重庆市江津四面山对常绿阔叶林生态系统大气降水、林内降水、枯透水及土壤渗滤液中的铅(Pb)和镉(Cd)进行了持续一年的动态变化特征的研究。结果表明:研究期间,大气降水中Pb和Cd的质量浓度分别为(22.92±13.57)μg/L、(2.82±1.46)μg/L,月均沉降量分别为(3.06±2.74)mg/m2、(0.32±0.27)mg/m2,该林区降水受到轻度的Pb污染,但并未受到Cd污染;该林区重金属Pb和Cd的主要污染源为大气沉降,林区中常绿阔叶林对重金属Pb和Cd有很好的截留净化作用,总截留系数高达98.52%和99.09%,经过该系统各层次的净化后,重金属Pb和Cd含量均符合国家地面水环境质量标准(GB3838-88)的Ⅰ类水质标准;其中,林冠层的截留能力最强,对Pb和Cd的截留系数分别为91.67%和86.84%,枯落物层次之,分别为67.86%和79.74%;土壤层对Pb和Cd的截留特征截然相反,土壤层对Pb的解吸量大于吸附量,导致渗滤液中Pb的平均质量浓度相对枯透水升高。     

重金属镉及其与锌组合对黄瓜毛状根生长及其抗氧化酶活性的影响

为了探讨利用黄瓜毛状根来修复重金属镉(Cd)污染的可能性, 研究了重金属Cd单独及其与锌(Zn)组合对黄瓜毛状根生长及其抗氧化酶SOD、POD活性变化的影响。结果表明, Cd≤10 mg/L仅在培养5~15 d间促进黄瓜毛状根生长, 使根增粗; 而Cd≥15 mg/L则抑制黄瓜毛状根生长, 浓度愈高抑制作用愈明显, 侧根变得短而细小。在供试的不同浓度Cd培养的黄瓜毛状根中, 除10 mg/L Cd外, 其余Cd浓度培养的黄瓜毛状根可溶性蛋白含量随着培养时间的延长而逐渐下降; 但其POD和SOD活性则随着培养时间的延长而逐渐升高。与对照(仅添加25 mg/L Zn)相比, 仅1 mg/L Cd+ 25 mg/L Zn组合在培养7~15 d期间促进黄瓜毛状根生长; 其余浓度Cd和25 mg/L Zn组合都抑制黄瓜毛状根的生长, 且Cd浓度愈高抑制作用越强, 侧根数目更少且短小, 侧根根尖变得肿胀; 同时, 除培养5 d外, 25 mg/L Zn和不同浓度Cd组合培养的黄瓜毛状根的生物量、POD和SOD活性均比单独添加对应浓度Cd培养的毛状根降低, 但其可溶性蛋白含量则较之明显提高。结果表明: 黄瓜毛状根具有较强的重金属Cd耐受能力, 高浓度Cd则抑制其生长; 而镉和锌组合会随着培养时间的延长而加重Cd对黄瓜毛状根生长的抑制作用。     

铅锌矿废水中重金属在宽叶香蒲（Typha latifolia）的积累与分布

 本文通过对净化塘系统和对照点的水、土和宽叶香蒲组织的分析结果指出：宽叶香蒲具有较强的忍耐、吸收和积累Pb、Zn等重金属的能力。Pb、Zn等重金属在宽叶香蒲体内的积累数量与分布规律是根>地下茎>叶;老地下茎>嫩地下茎;Pb在叶的分布是老叶>成熟叶>嫩叶。在净化塘系统内,各种重金属在宽叶香蒲根部积累比例最大的是Pb,其次是Zn、Cu、Cd、Ni、Mn。     

乌鲁木齐市道路林带土壤抗重金属细菌的筛选及重金属去除能力

【背景】道路重金属污染问题日益严峻,寻找高效的微生物资源用于环境修复已迫在眉睫。【目的】从乌鲁木齐市道路林带土壤中筛选抗重金属菌株,并对其重金属去除能力进行探究。【方法】使用含5种重金属离子(铅、镉、锌、铜、镍)的4种培养基进行抗性菌株筛选,通过形态学特征和16S rRNA基因序列进行鉴定,采用电感耦合等离子体发射光谱仪(inductively coupled plasma optical emission spectrometer,ICP-OES)检测分离株对重金属离子的去除情况。【结果】4种分离培养基中,TSA是抗重金属菌株筛选的最适培养基,共筛选出16株抗重金属菌,其中4株抗Pb菌、4株抗Cd菌、4株抗Zn菌、3株抗Cu菌和1株抗Ni菌,其抗性分别高达3 000、800、600、300和400mg/L,16株菌中以芽孢杆菌属(Bacillus)数量最多。在初始浓度为700mg/L Pb²⁺下,菌株Pb6的去除率高达92.48%,菌株Pb11、Pb3和Pb9的去除率分别为27.70%、40.37%和58.88%;在200mg/L Cd²⁺...     

Removal of Zn2+ and Cu2+ by a sequencing batch reactor (SBR) system

Both resting (living) and autoclaved (dead) bio-sludges showed almost the same Cu2+ and Zn2+ adsorption capacities with synthetic industrial estate wastewater (SIEWW). The resting bio-sludge showed not only Cu2+ and Zn2+ adsorption abilities but also organic matter adsorption ability. But, the organic matter (COD and BOD5) adsorption ability of bio-sludge with SIEWW containing 60 mg/L Cu2+ was about half of that with SIEWW containing 60 mg/L Zn2+. The adsorbed Cu2+ and Zn2+ were easily eluted (70-75%) from bio-sludge with 0.1 N HNO3 and 0.1 M EDTA solutions. Bio-sludge from a wastewater treatment plant could be used as an adsorbent for metal ions (Cu2+ and Zn2+). Cu2+ and Zn2+ could repress the SBR system efficiency but its efficiency could be increased with the increase of mixed liquor suspended solids (MLSS), and Cu2+ had more effect than Zn2+ to repress the system efficiency. The SBR system showed very low removal efficiencies of the pollutants with industrial estate wastewater (IEWW), but its pollutant removal efficiencies with IEWW could be increased with the addition of glucose. The Zn2+, Cu2+, BOD5, COD and TKN removal efficiencies of the system with IEWW containing 1.27 g/L glucose, 10 mg/L Cu2+ and 10 mg/L Zn2+ under MLSS of 4500 mg/L were 92.61 +/- 0.28%, 83.77 +/- 0.93%, 98 +/- 0%, 92 +/- 0% and 78.1 +/- 0.1%, respectively.     

Biokinetics in acidogenesis of highly suspended organic wastewater by adenosine 5' triphosphate analysis

In this paper, we pointed out the problems of using conventional volatile suspended solids (VSS) and chemical oxygen demand (COD) to evaluate biokinetic coefficients, especially for the treatment of highly suspended organic wastewater. We also introduced a novel approach to evaluate biokinetic coefficients by measurement of adenosine 5'-triphosphate (ATP) of microorganisms. The concept of using ATP analysis in biokinetic evaluations with highly suspended wastewater was shown to be effective. This study also showed that the conventional VSS and COD methods were strongly affected by incoming suspended organics in the wastewater and by biokinetics of microorganisms. A cheese-processing wastewater was used in evaluating the biokinetics of mesophilic acidogens. The concentration of COD and total suspended solids in the wastewater was 63.3 g/L and 12.4 g/L, respectively. The TSS was 23.6% of total solids concentration. A high ratio of VSS to total suspended solids of 96.7% indicated that most of the suspended particles were organic materials. Lactose and protein were the major organic components contributing COD in the wastewater, and a total of 94.2% of the COD in the wastewater was due to the presence of lactose and protein. Two different physiological conditions where the maximum rates of acetate and butyrate production occurred were tested. These were pH 7 (condition A for acetate production) and pH 7.3 (condition B for butyrate production) at 36.2C, respectively. Based on the molecular structures of the major organic substances and microbial ATP analysis, the residual substrate and microbial concentrations were stoichiometrically converted to substrate COD (SuCOD) and microbial VSS (MVSS), respectively, using correlation coefficients reported previously. These SuCOD and MVSS were simultaneously used to evaluate the biokinetic coefficients using Monod-based mathematical equations. The nonlinear least squares method with 95% confidence interval was used to evaluate biokinetic coefficients. The maximum microbial growth rate, mu(max) and half saturation coefficient, K(s), for conditions A and B were determined to be 9.9 +/- 0.3 and 9.3 +/- 1.0 day(-1) and 134.0 +/- 58.3 and 482.5 +/- 156.5 mg SuCOD/L, respectively. The microbial yield coefficient, Y, and microbial decay rate coefficient, k(d) for conditions A and B were determined to be 0.29 +/- 0.03 and 0.20 +/- 0.05 mg MVSS/mg SuCOD, and 0.14 +/- 0.05 and 0.25 +/- 0.05 day(-1), respectively. Specific substrate utilization rate at condition B was 43.8 +/- 20.6 mg SuCOD/mg MVSS/day, which was 31% higher than that at condition A.     

Cadmium biosorption by yeast, Candida tropicalis CBL-1, isolated from industrial wastewater

The present study is aimed at assessing the ability of metal-resistant yeast, Candida tropicalis CBL-1, to uptake metal from liquid medium. The minimum inhibitory concentration of Cd(II) against Candida tropicalis CBL-1 was 2,800 mg/L. The yeast could also tolerate Zn(II) (3,100 mg/L), Hg(II) (2,400 mg/L), Ni(II) (2,200 mg/L), Cr(VI) (2,000 mg/L), Pb(II) (1,100 mg/L), and Cu(II) (2,200 mg/L). The yeast isolate showed typical growth curves but lag and log phases extended in the presence of cadmium. The yeast isolate showed optimum growth at 30oC and pH 7. The metal processing ability of the isolate was determined in a medium containing 100 mg/L of Cd(II). Candida tropicalis CBL-1, could reduce Cd(II) 59%, 64% and 70% from the medium after 48, 96 and 144 h, respectively. C. tropicalis CBL-1 was also able to remove Cd(II) 46% and 60% from the wastewater after 6 and 12 days, respectively. Cd produced an increase in glutathione and non-protein thiols level by 37% (17.50±0.8-24.0±1.2) and 18% (3.30±0.7- 3.90±0.8) at 100 mg/L concentration, respectively. Metal tolerance and accumulation together with changes in the GSH status and non-protein thiols under Cd exposure were studied in C. tropicalis.     

Lab-scale study of an anaerobic membrane bioreactor (AnMBR) for dilute municipal wastewater treatment

Anaerobic bioreactors supplemented with membrane technology have become quite popular, owing to their favorable energy recovery characteristics. In this study, a lab-scale anaerobic Membrane Bioreactor (AnMBR) was assessed in experimental treatments of pre-settled dilute municipal wastewater obtained from a full-scaled wastewater treatment plant. The MBR system was operated in continuous flow mode for 440 days. To evaluate the performance of the AnMBR under various loading rates, the hydraulic retention time (HRT) was reduced in a stepwise manner (from 2 to 0.5 days). Afterward, the mixed liquor suspended solids (MLSS) were reduced from 7,000 to 3,000 mg/L in increments of 1,000 mg/L, resulting in a decrease in solids retention time (SRT) at a constant HRT of 1.0 day. The soluble chemical oxygen demand (SCOD) concentration in the feed varied between 38 and 131 mg/L, whereas the average permeate SCOD ranged between 18 and 37 mg/L, reflecting excellent effluent quality. The AnMBR performance in terms of COD removal proved stable, despite variations in influent characteristics and HRT and SRT changes. The concentration of extracellular polymeric substance (EPS) was reduced with decreases in HRT from 42 to 22 mg VS/mg of MLSS, thereby indicating that the increased biomass concentration biodegraded the EPS at lower HRTs. AnMBR is, therefore, demonstrably a feasible option for the treatment of dilute wastewater with separate stage nitrogen and phosphorus removal processes.     

Performance of sulfidogenic anaerobic baffled reactor (ABR) treating acidic and zinc-containing wastewater

The applicability of anaerobic baffled reactor (ABR) was investigated for the treatment of acidic (pH 4.5–7.0) wastewater containing sulfate (1000–2000 mg/L) and Zn (65–200 mg/L) at 35 °C. The ABR consisted of four equal stages and lactate was supplemented (COD/SO₄²⁻ = 0.67) as carbon and energy source for sulfate reducing bacteria (SRB). The robustness of the system was studied by decreasing pH and increasing Zn, COD, and sulfate loadings. Sulfate-reduction efficiency quickly increased during the startup period and reached 80% within 45 days. Decreasing feed pH, increasing feed sulfate and Zn concentrations did not adversely affect system performance as sulfate reduction and COD removal efficiencies were within 62–90% and 80–95%, respectively. Although feed pH was steadily decreased from 7.0 to 4.5, effluent pH was always within 6.8–7.5. Over 99% Zn removal was attained throughout the study due to formation of Zn-sulfide precipitate.     

一株高效菲降解菌的筛选及降解条件研究

从南京某石化厂排污口附近采集土样,以菲为碳源的选择性培养基分离筛选到一株菲高效降解菌F10a,根据形态和生理生化特性初步鉴定为芽孢杆菌属,并对其降解菲的特性及各种影响因素进行了研究.结果表明,F10a在50 mg·L^-1的条件下,28 ℃振荡培养27 h,菲降解率达到98.12%;静置培养84 h,菲的降解率达到98.47%.pH值分别为4、6、8时,F10a对菲具有良好的降解效能;pH值为10时F10a不生长.Zn²⁺与Pb²⁺的存在不影响F10a的降解效能,Cu²⁺可以延缓菲的降解,Cr²⁺对F10a有毒性.F10a在菲浓度为200 mg·L^-1时,28 ℃振荡培养84 h,降解率为99.6%.菲的降解程度与细菌数量的增长呈正相关关系.     

Spatial distribution of metals in the constructed wetlands

Investigation of the spatial distribution of metals was conducted for two constructed wetlands used as tertiary treatment in Chia Nan University of Pharmacy and Science (CNU) and Metal Processing Industries (MPI) located in Tainan, Taiwan. These two distinguished sites were selected to compare the distribution of metals for constructed wetlands treating different types of wastewater. Along the distance, samples of water, sediment, and macrophytes were analyzed for metals including Al, Cd, Cr, Cu, Fe, Mn, Ni, Pb, and Zn. Additionally, measurements of water quality including temperature, pH, EC, ORP, DO, TSS, BOD, COD, and turbidity were performed. Results show that, at CNU, wastewater contained higher organic consititute (BOD 29.3 +/- 11.7 mg/, COD 46.7 +/- 33.6 mg/L) with low metals content. Wastewater at MPI contained low level of organic consititute (BOD 7.1 +/- 3.3 mg/L, and COD 66.0 +/- 56.5 mg/L) and higher metals content. Metals distribution of both sites showed similar results where metals in the sediments in the inlet zone have greater concentrations than other areas. The constructed wetlands can remove Cd, Cu, Ni, Pb, and Zn. However, there was no removal of Al, Cr, Fe, and Mn. A distance along the constructed wetlands had no effect on metal concentrations in macrophyte and water.     

Treatment of tomato processing wastewater by an upflow anaerobic sludge blanket-anoxic-aerobic system

The main objective of this study is to assess the achievability of stringent discharge criteria i.e. BOD(5)<15 mg/L, TSS<15 mg/L and NH(4)-N<1mg/L during the treatment of tomato processing wastewater with COD of 2800-15,500 mg/L, BOD(5) of 1750-7950 mg/L, TKN of 48-340 mg/L and NH(4)-N of 21-235 mg/L. Two treatment systems, a UASB-aerobic system and a UASB-anoxic-aerobic system were tested. Furthermore due to alkalinity deficiency, in the raw wastewater, the study explored varying UASB effluent recirculation flowrates to the UASB influent to reduce additional alkalinity requirements. The UASB-anoxic-aerobic system was effective in treating tomato canning wastewater at an overall HRT of 1.75 days while achieving 98.5% BOD(5), 95.6% COD, 84% TSS and 99.5% NH(4)-N removal producing effluent BOD(5), COD, TSS, NH(4)-N, TKN, NO(2)-N, NO(3)-N and PO(4)-P of 10, 70, 15, 0.5, 3, 0, 60 and 4 mg/L, respectively. The biogas yield was 0.43 m(3)/kg COD removed.     

铅锌胁迫下轮叶黑藻的吸附水平及生理响应

为探讨铅锌胁迫下轮叶黑藻(Hydrilla verticillate)的吸附水平及生理响应, 分别设置不同Pb2+(浓度梯度为0、0.01、0.05、0.10和0.20 mg/L)、Zn2+(浓度梯度为0、0.05、1.00、2.00和4.00 mg/L)浓度单一和复合胁迫轮叶黑藻28d, 测定其对铅锌的吸附量, 叶绿素a、叶绿素b、丙二醛(MDA)和总抗氧化能力(T-AOC)含量, 以及超氧化物歧化酶(SOD)和过氧化物酶(POD)的活性变化。结果显示: 高浓度(≥1.00 mg/L)的Zn2+可促进轮叶黑藻对Pb2+的吸收, 对Zn2+的吸附主要受Zn2+处理浓度的影响; 低浓度Pb2+和Zn2+可以促进叶绿素的合成, 高浓度(浓度≥1.00 mg/L)胁迫则抑制叶绿素的合成; 受到胁迫时其抗氧化系统会迅速作出反应, 但一定浓度的Pb2+与Zn2+在单一和复合胁迫下, 抗氧化系统受限, 说明抗氧化系统不能正常运转, 机体受到损伤。研究结果为轮叶黑藻在重金属修复中的应用提供一定的理论依据。