简单芽孢杆菌产高效微生物絮凝剂

通过从绿化植物根际土壤和污水处理厂的活性污泥中分离筛选絮凝剂产生菌,得到一株稳定高效的微生物絮凝剂产生菌PS1,根据形态学特征、生理生化实验以及16S rDNA序列分析将其鉴定为简单芽孢杆菌(Bacillus simplex)。对菌株PS1产生絮凝剂的最佳培养时间、絮凝活性分布以及pH、CaCl2、絮凝剂投量对絮凝效果的影响进行了研究,并考察了其对实际废水的絮凝效果。结果表明,菌株PS1产絮凝剂的最佳培养时间为36 h,产生的絮凝活性物质全部存在于发酵液离心后的上清液中;当pH为7.0～8.5、CaC12投量为0.25～0.35 g/L、发酵液投加量的体积分数为1.5%～2.5%时,菌株PS1发酵液对4 g/L的高岭土悬浊液的絮凝效果最佳,絮凝率达到97%。菌株PS1所产絮凝剂对城市污水、啤酒废水、淀粉废水、医院废水的絮凝率可达90%以上。     

微生物絮凝剂的制备及其对城市污水厂污泥的脱水

研究利用甘蔗渣作为廉价原材料制备微生物絮凝剂并探讨其对城市污泥的脱水性能。按0.5%最佳接种量接种,并利用发酵罐进行批式发酵培养,培养60 h后的发酵液具有最佳絮凝效果,投加量为5.0 mg/L时较优,污泥脱水率从75.60%提高到84.2%,污泥含水率从95.82%降至76.21%。此时絮凝剂粗产量为1.16 g/L。培养108 h后,发酵液仍具有显著的絮凝效果,能使污泥含水率维持在76.81%左右。补料发酵实验表明,恒pH培养会抑制微生物分泌絮凝剂,最佳絮凝效果为72 h的发酵液,投加量5.0 mg/L,污泥含水率降至76.47%。通过补料以及不控制pH后,发酵液絮凝效果迅速上升,投加不同量的发酵液使污泥的含水率保持在76.22%~75.60%之间。综合来说,补料在能减少原料浪费的同时也可以有效地提高絮凝剂的絮凝效果。     

微生物絮凝剂改善城市污水厂浓缩污泥脱水性能的研究

采用酱油曲霉(Aspergillus sojae)产生的微生物絮凝剂(MBF)作为污泥絮凝脱水剂,对城市污水处理厂浓缩污泥进行调理,确定该絮凝剂对浓缩污泥脱水的处理工艺参数为：微生物絮凝液最佳投加体积为6%～8%（体积比）,发挥絮凝作用的最适污泥温度为28～32℃,最适pH为6～7。经微生物絮凝剂调理的污泥在3 000 r/min离心9 min,污泥脱水率高达82.7%,滤饼含水率降低至77.3%,污泥脱水后体积减至原来的1/5左右。     

不同泥质类型河流底泥脱水药剂优化实验研究

为了考察几种典型脱水絮凝剂对各泥质类型底泥脱水性能的影响,对3条不同泥质类型的典型河流(沙质、泥沙混合质、泥质)底泥的脱水效果进行了研究。结果表明,在一定投加量范围内,所有脱水药剂均能不同程度改善各泥质类型底泥的脱水性能。无机絮凝剂建议选择PAFC(聚合氯化铝铁)或PAC(聚合氯化铝),其中PAFC的最佳投加范围为0.4%~1.6%,PAC的最佳投加范围为0.4%~2.0%;有机高分子絮凝剂建议选择CPAM(阳离子聚丙烯酰胺),最佳投加范围为0.01%~0.03%;在各絮凝剂最优投加条件下,泥质底泥的脱水性能提高最为明显,其比阻最大可下降86%,泥沙混合质底泥污泥比阻最大可下降81%,沙质底泥污泥比阻则最大可下降58%。而当复合混凝剂为PAC和CPAM或PAFC和CPAM时,沙质底泥在优化混凝条件下其污泥比阻最大可分别下降82%和76%。     

微生物絮凝剂产生菌的筛选及其絮凝特性

采用常规的微生物学方法,从垃圾渗滤液中筛选到一株高效微生物絮凝剂产生菌LB1,根据其形态学和生理生化特征初步鉴定该菌株属于假单胞菌属,命名为Pseudonomas sp. LB1。LB1所产微生物絮凝剂的絮凝特性的研究结果表明,LB1的最佳产絮凝时间为96 h,所产絮凝活性物质主要是其生长过程中的胞外分泌物和细胞生长后期的次级代谢产物,菌体细胞本身具有一定的助凝作用。LB1所产絮凝剂最佳加样量为3％（体积分数V/V）;对pH的适应范围较宽,在4～10之间具有较高的絮凝活性,均大于75％;温度为25℃时絮凝率为86.3％,在25～60℃之间,絮凝率基本保持稳定;LB1所产絮凝剂对几种废水具有较好的絮凝效果。     

微生物絮凝剂的发酵培养和诱变研究

对粪产碱杆菌B-20进行发酵培养,观察菌株生长与絮凝剂积累、絮凝性、糖类物质消耗和氧浓度之间的关系,发现菌株的生长与絮凝剂的积累呈正相关,并且发酵培养过程中pH保持在7.2～7.9.通过热诱变获得能够稳定传代的B-2022突变菌株,比较了在不同pH、CaCl2添加量、菌液添加量以及不同温度条件下,其与原菌株B-20的发酵混合液的絮凝率差异,发现热诱变菌株B-2022具有更好的絮凝性能,尤其对pH的适应性较强,最优的絮凝条件为pH=9.0、100 mL高岭土悬浮液中1%(质量分数)CaCl2和发酵混合液添加量都为4 mL.进一步将热诱变菌株B-2022紫外诱变45 s,得到紫外诱变菌株B-2022c,其最佳絮凝率可达94.3%,比原菌株B-20和热诱变菌株B-2022的最佳絮凝率分别提高了2.4%和1.7%.通过化学法、紫外分光光度法和红外分光光度法测得絮凝剂的主要化学成分为糖类物质.     

两步法处理含油污水的研究

利用微生物法,分絮凝和降解两步处理含油污水。第1步优化了高效产絮凝剂菌絮凝条件。结果表明,培养40h的产絮凝剂菌液具有最佳的絮凝活性,菌液质量浓度为0.25g/L,投加量为6 mL/L,pH为5~14,絮凝助剂为CaCl2时絮凝效果最佳。第2步优化了高效降解菌的降解条件。结果表明,以原油为碳源,鱼粉为氮源,碳氮比(质量比)20∶1,初始pH=8,含油率9.0%,含水率60%时,降解菌降解率最高。在以上优化条件下,含油污水的原油去除率可达77.4%。因此,全程利用微生物,分絮凝富集、固体培养两步无害高效处理含油污水是可行的。     

一株产絮凝剂的黑曲霉的分离及培养条件优化

从活性污泥中筛选出一株产絮凝剂的霉菌,初步鉴定为黑曲霉(Aspergillus niger).其所产生的微生物絮凝剂对高岭土悬浊液具有良好的絮凝作用.通过培养条件优化,其所产生的微生物絮凝剂对高岭土悬浊液的絮凝率从85.6%提高到98.7%,实验结果表明,(1)黑曲霉孢子最佳接种量为9.33×108 个/L;(2)产絮凝剂适宜的碳源为蔗糖,氮源为尿素,用量分别为30.00、1.600 g/L;(3)最佳培养条件为:查氏液体培养基初始pH 7.0,培养温度30℃,摇床转速180 r/min,培养时间120 h;(4)在最佳培养条件下微生物絮凝剂的产量为1.805 g/L;(5)絮凝性能比较结果表明,微生物絮凝剂的絮凝性能优于传统絮凝剂.     

一株高效微生物絮凝剂产生菌株P33的最优发酵条件和絮凝特性研究

从活性污泥中分离筛选出一株高效絮凝剂产生菌B-6-1,使用紫外线进行原生质体诱变育种获得一株絮凝率为98.5%的菌株P33,经生理生化试验检测其属于肠杆菌属.传代稳定性实验表明,P33所产微生物絮凝剂的稳定性较好.菌株P33最优发酵条件和絮凝特性实验结果表明:菌株最佳发酵条件为每升发酵培养基中(蔗糖20 g,尿素0.7...     

微生物絮凝剂产生菌的培养条件研究

从活性污泥中分离筛选到1株高效絮凝剂产生菌E 9,初步鉴定其为大肠杆菌。首次发现大肠杆菌能产生微生物絮凝剂。该菌产生絮凝剂的适宜培养条件为:乙醇为碳源,大豆粉为氮源,初始pH值为6. 5~7 .2、温度为30℃。絮凝实验结果表明,该菌产絮凝剂对高岭土悬浊液的絮凝率可达97% ~99. 5%,而絮凝剂投加量仅为通用发酵培养基的1 /15,絮凝效果优于聚丙烯酰胺等常用絮凝剂。     

黑臭底泥土著微生物促生对磷的影响

土著微生物促生是一项低成本高效率的河湖黑臭底泥原位修复技术,然而向底泥中投加药剂可能会影响上覆水水质。为探讨该技术对水环境的不利影响,实验研究了城市湖泊黑臭底泥修复过程中上覆水中磷浓度和底泥中磷含量及形态的变化。结果表明,在投药深度为泥面以下15 cm,微生物营养剂（BE）和生物解毒剂（MT）的投加量分别低于60mL/m3和70 mL/m3的条件下,上覆水总磷（TP）浓度低于地表水环境质量Ⅲ类（湖库类）标准值。投加微生物促生剂（BE和MT）导致上覆水磷含量升高,并促进了上覆水中藻类的增长。复配投加硝酸钙能减少上覆水中磷含量及藻类生物量,从而抑制微生物促生剂对上覆水磷浓度的影响。另外,投加微生物促生剂及硝酸钙到底泥中后,底泥磷含量以及磷形态组成的变化均不明显。     

沉积物疏浚技术在富营养化湖泊修复中的应用

沉积物疏浚是削减富营养化湖泊内源负荷的最为直接和有效的手段.分析了沉积物疏浚的效果和可能引起的风险;从外源污染、作业区域和深度、沉水植物3个方面探讨了影响沉积物疏浚效果的关键因素.最后指出,富营养化湖泊沉积物疏浚的重要原则是截断外源污染、划分作业区域、合理控制挖掘深度、创造适宜生境、恢复沉水植物、重构生态系统等.     

疏浚对巢湖双桥河水环境容量的影响

双桥河是巢湖受污染较为严重的入湖河流之一,其入湖口距巢湖市自来水厂取水口仅500 m,同时也是巢湖市的主要行洪河道,为了改善水质状况并提高河道行洪能力,于2010年3—5月对双桥河进行了疏浚。本文作者于2009年12月—2010年10月对双桥河监测断面及排污口进行了监测,在分析双桥河水质及现有污染源的基础上,选择CODMn、TP、NH3-N和TN作为水质敏感参数,对疏浚前后双桥河的不同河段污染物质的水环境容量进行了模拟计算,并调查了水生植被覆盖度及沉积物氮磷含量的变化。结果表明,疏浚后整个河道水生植被的覆盖度由40%降低到5%左右,各污染物的降解系数都有较大程度的降低,同时疏浚后短期内CODMn和TP的环境容量均有一定程度的降低,而NH3-N和TN的环境容量变化较小。分析认为,这一方面是由于疏浚后河道内水生植物覆盖度的降低导致水体的自净能力降低,另一方面是由于疏浚过程中的扰动引起大量沉积物的再悬浮及污染物的释放。所以在减少外来污染的前提下,对重富营养化水体底泥进行疏浚并开展水生植被恢复工程应是控制富营养化的有效途径。     

Why biota still accumulate high levels of PCB after removal of PCB contaminated sediments in a Norwegian fjord

Accumulation of polychlorinated biphenyls (PCBs) in blue mussels (Mytilus edulis) and semipermeable membrane devices (SPMDs) was still high after the removal of PCB contaminated sediments from a Norwegian fjord by dredging. The accumulation of low chlorinated PCB congeners with a low octanol water-partitioning coefficient (K_ow) in blue mussels and SPMDs was higher than for the highly chlorinated congeners with a high K_ow. The accumulation of low chlorinated congeners was also higher in a lightly contaminated area compared to a highly contaminated area. That dredging the contaminated sediments was unsuccessful in lowering PCB levels in the biota may be for the following reasons: (1) Due to the low solubility of PCBs in the water it is possible that a decrease in the sediment concentration of PCB would leave the water concentrations of PCB unchanged. (2) Removal of the fine organic sediments may also play an important role, since a seabed with coarse inorganic material has a lesser ability to bind PCB. (3) The dredging may whirl up fine contaminated particles that eventually settles on the seabed producing a thin contaminated sediment layer that determine the water concentration. (4) Bioaccumulation in blue mussels and in the SPMDs occurs mostly from PCB dissolved in the water column. Since the water concentration of PCB is unchanged by the dredging, the accumulation in SPMDs and mussels is the same as before dredging. Further monitoring need to be carried out to report the long-term effect of the dredging.     

Progression of natural attenuation processes at a crude oil spill site: II. Controls on spatial distribution of microbial populations

A multidisciplinary study of a crude-oil contaminated aquifer shows that the distribution of microbial physiologic types is strongly controlled by the aquifer properties and crude oil location. The microbial populations of four physiologic types were analyzed together with permeability, pore-water chemistry, nonaqueous oil content, and extractable sediment iron. Microbial data from three vertical profiles through the anaerobic portion of the contaminated aquifer clearly show areas that have progressed from iron-reduction to methanogenesis. These locations contain lower numbers of iron reducers, and increased numbers of fermenters with detectable methanogens. Methanogenic conditions exist both in the area contaminated by nonaqueous oil and also below the oil where high hydrocarbon concentrations correspond to local increases in aquifer permeability. The results indicate that high contaminant flux either from local dissolution or by advective transport plays a key role in determining which areas first become methanogenic. Other factors besides flux that are important include the sediment Fe(II) content and proximity to the water table. In locations near a seasonally oscillating water table, methanogenic conditions exist only below the lowest typical water table elevation. During 20 years since the oil spill occurred, a laterally continuous methanogenic zone has developed along a narrow horizon extending from the source area to 50-60 m downgradient. A companion paper [J. Contam. Hydrol. 53, 369-386] documents how the growth of the methanogenic zone results in expansion of the aquifer volume contaminated with the highest concentrations of benzene, toluene, ethylbenzene, and xylenes.     

赤泥投加控制河道底泥磷释放的影响因素

通过对不同赤泥投加比例下河道底泥磷释放作用的研究,发现底泥中铁铝磷与钙磷的比值(Fe/Al-P∶Ca-P)、铁磷比(Fe∶TP)及有机质含量(OM)是赤泥能否应用于河道底泥磷释放控制中的决定性因素。实验结果表明,只有当河道底泥中Fe/Al-P∶Ca-P小于0.88,Fe∶TP小于16.1,且有机质含量低于1.87%时,投加适量赤泥才能起到抑制河道底泥内源磷释放的作用;反之,赤泥的投加则有可能促进底泥内源磷的释放。在实际工程应用中,推荐赤泥与底泥的接触时间不低于7d,从而使赤泥的效能发挥到最佳状态。     

Biological Activity in a Heavily Organohalogen-Contaminated River Sediment (8 pp)

Background, Aims and Scope Sediments of the Spittelwasser creek are highly polluted with organic compounds and heavy metals due to the discharge of untreated waste waters from the industrial region of Bitterfeld-Wolfen, Germany over the course of more than one century. However, relatively few data have been published about the chloroorganic contamination of the sediment. This paper reports on the content of different (chloro)organic compounds with special emphasis on polychlorinated dibenzo-p-dioxins and dibenzofurans (PCDD/F), and chlorobenzenes. Existing concepts for the remediation of Spittelwasser sediment include the investigation of natural attenuation processes, which largely depend on the presence of an intact microbial food web. In order to gain more insight in terms of biological activity, we analyzed the capacity of sediment microflora to degrade organic matter by measuring the activities of extracellular hydrolytic enzymes involved in the biogeochemical cycling of carbon, nitrogen, phosphorus and sulfur. Furthermore, the detection of physiologically active bacteria in the sediment, particularly of those known for their capability to reductively dehalogenate organochlorine compounds, illustrates the potential for intrinsic bioremediation processes. Methods PCDD/F and chlorobenzenes were analyzed by gas chromatography(GC)/mass spectrometry and GC/flame ionization detection, respectively. The activities of hydrolytic enzymes were determined from freshly sampled sediment layers using 4-methylumbelliferyl (MUF) or 7-amino-4-methylcoumarin-conjugated model compounds and kinetic fluorescence measurements. Physiologically active bacteria from different sediment layers were microscopically visualized by fluorescence in situ hybridization (FISH). Specific bacteria were identified by 16S rRNA gene amplification and sequencing. Results and Discussion The PCDD/F congener profile was dominated by dibenzofurans. In addition, the presence of specific tetra and pentachlorinated dibenzofurans supported the assumption that extensive magnesium production was one possible source for the high contamination. A range of other chloroorganic compounds, including several isomers of chlorobenzenes, hexachlorocyclohexane and 1,1,1-trichloro-2,2-bis (p-chloro-phenyl)ethane (DDT), was present in the sediment. Activities of extracellular hydrolytic enzymes showed a strong decrease in those sediment layers that were characterized by high contents of absorbable organic halogen (AOX), indicating disturbed organic matter decay. Interestingly, an abnormal increase of cellulolytic enzyme activities below the organochlorine-rich layers was observed, possibly caused by residual cellulose from discharges of sulfite pulping wastes. FISH revealed physiologically active bacteria in most sediment layers from the surface down to the depth of about 60 cm, including members of Desulfitobacterium (D.) and Sulfurospirillum. The presence of D. dehalogenans was confirmed by its partial 16S rRNA gene sequence. Conclusions Results of chemical sediment analyses demonstrated high loads of organochlorine compounds, particularly of PCDD/F. Several years after stopping the waste water discharge to Spittelwasser creek, this sediment remains a main source for pollution of the downstream river system by way of the ongoing mobilization of sediment during high floods. As indicated by our enzyme activity measurements, the decomposition potential for organic matter is low in organochlorine-rich sediment layers. In contrast, the comparably higher enzyme activities in less organochlorine-polluted sediment layers as well as the presence of physiologically active bacteria suggest a considerable potential for natural attenuation. Recommendations and Perspectives From our data we strongly recommend to explore the degradative capacity of sediment microorganisms and the limits for in situ activity towards specific sediment pollutants in more detail. This will give a sound basis for the integration of bioremediation approaches into general concepts to reduce the risk that permanently radiates from this highly contaminated sediment. Submission Editor: Dr. Henner Hollert (Henner.Hollert@urz.uniheidelberg.de)     

三垟湿地沉积物-间隙水-上覆水界面磷形态研究

沉积物与上覆水间营养物质交换,成为导致水体发生富营养化的首要化学变迁过程.分别在三垟湿地的柑橘林(S1)、景观用地(S2)和生活用地(S3)取样,研究了沉积物-间隙水-上覆水界面磷形态以及相互关系.结果表明:(1)沉积物TP增加时,间隙水PO3-4和可溶性总磷(TDP)也增加.要削减磷在上覆水中的含量,控制间隙水PO3-4或TDP是一良策.(2)随着沉积物铁磷、铝磷的增加,间隙水PO3-4也增加.在三垟湿地沉积物中,铁磷和铝磷含量都可作为间隙水PO34-含量的指示.(3)S1、S2和S3的沉积物活性磷、间隙水TDP和上覆水TDP存在明显的浓度梯度,沉积物活性磷＞间隙水TDP＞上覆水TDP.说明在三垟湿地中,沉积物活性磷是磷释放的关键因子,而沉积物-间隙水界面则是磷释放的关键界面.     

Removal of PCDD/Fs from contaminated sediment and released effluent gas by charcoal in a proposed cost-effective thermal treatment process

A novel cost-effective thermal treatment technology has been proposed for the removal of PCDD/Fs from contaminated sediment and released effluent gas using charcoal as both an adsorbent and a thermal source. When a reactor was used for thermal treatment, the PCDD/Fs removal efficiency exceeded 98% from the sediment at the three different air superficial velocities employed in this study. The total PCDD/F international toxic equivalent (I-TEQ) contents, both in the treated sediments and effluent gas, were below the Japanese emission standard limit. Analysis of the PCDD/F contents in different fractions showed that large quantities of PCDDs but not PCDFs were evaporated from the sediment and adsorbed in the moist sediment column. This difference was attributed to the formation of PCDDs from pentachlorophenol (PCP) during the cooling process following the thermal treatment process in the reactor. This proposed thermal process provides a promising alternative to the conventional methods.