磁场作用下烟气流速对静电旋风除尘器收集微粒影响的模拟研究

为了提高静电旋风除尘器(ECP)中微粒的除尘效率,利用磁场能有效抑制微粒逃逸的机理,将磁场引入ECP中,建立多场耦合作用下的微粒运动数学模型,利用Fluent软件数值模拟了有无磁场环境下烟气流速对微粒逃逸率的影响。结果表明:磁场的引入有效降低了ECP中微粒的逃逸率;低烟气流速更有利于微粒在ECP内的捕集;微粒的除尘效率随着磁感应强度的增加而增大,但这一过程中磁场的贡献量逐步减小。研究结果可为新型ECP的设计提供技术参考。     

氧化还原电位对活性污泥合成聚3-羟基丁酸-co-3-羟基戊酸酯组分的影响

分析了低DO下,乙酸钠、丙酸钠或葡萄糖作碳源,不同氧化还原电位(ORP)对活性污泥合成聚3-羟基丁酸-co-3-羟基戊酸酯(PHBV)的组分和产量的影响.结果显示,ORP从-30mV(厌氧)增加到 100mV(好氧),PHBV共聚物的产量增加,PHBV共聚物中3-羟基戊酸(HV)单体的摩尔分数降低,细胞生长量和碳源利用量增加;乙酸钠作单一碳源,ORP为-30mV时,PHBV共聚物中HV摩尔分数达到21.0%,ORP为 30mV时,PHBV共聚物在细胞内的质量分数达到35.0%.因此,DO是影响活性污泥合成PHBV共聚物的产量以及PHBV共聚物中HV摩尔分数的重要影响因素.     

SBR工艺活性污泥比耗氧速率与控制参数的关系

活性污泥的比耗氧速率(SOUR)是表征污泥生物活性的重要参数之一,从微生物呼吸速率角度反映了活性污泥生理状态和基质代谢状况.通过监测SBR工艺活性污泥的SOUR,考察了SBR工艺中活性污泥SOUR的变化规律,研究了活性污泥的SOUR与各项控制参数之间的相关关系.试验结果表明,活性污泥的SOUR可以有效地表征SBR工艺的生化反应进程,并与DO、氧化还原电位(ORP)和pH之间存在良好的相关关系.     

脉冲变频电磁场对水华鱼腥藻生长的效应

对脉冲变频电磁场作用下，扫描频率和磁感应强度的变化对水华鱼腥藻细胞活性和生长的影响进行了研究。结果显示，扫描频率从25~27 Hz增大到1~60 kHz时，磁场对藻细胞活性的抑制作用减小，但增大到60 kHz以上，磁场对藻细胞产生强烈抑制作用，累积水力停留时间4 min的藻样在48 h培养时间内已失去活性停止生长。扫描频率为50~100 Hz和1~60 kHz时，累积水力停留时间2 min的藻样，细胞受到磁场刺激生长加快；只有累积水力停留时间＞6 min，才表现出对藻活性的抑制作用。磁感应强度增大至120 G，磁场对细胞活性产生明显抑制作用，增大磁感应强度有利于对细胞活性和生长的抑制。     

磁场处理对市政污泥脱水性能的影响

为研究磁场对市政污泥脱水性能的影响,通过自主研制的磁场装置,开展了4种不同含水率(99.15%、97.41%、95.52%和93.73%)的市政污泥的磁场处理实验。实验结果表明:市政污泥经过磁场处理后脱水性能显著改善;高含水率下的污泥在磁场作用下脱水性能改善效果比低含水率好,在4种含水率下市政污泥的毛细吸水时间最大依次降低了90.5%、65.8%、61.6%和51.6%;通过实验数据优化分别得出4种含水率下污泥的最佳磁场处理强度和最佳磁场作用时间,且磁场强度、磁场作用时间与市政污泥含水率均呈二次多项式的关系;磁场处理对污泥离心脱水有影响,市政污泥经过磁场处理比未经过磁场处理的离心脱水含水率降低了约0.6%;建议在市政污泥脱水工艺中可考虑磁场与其他预处理工艺联合处理的方法以前达到更好的脱水效果。     

盐度对活性污泥硝化功能的影响

利用批量试验研究了盐度对常规活性污泥(非耐盐污泥)硝化功能的影响;通过逐步提高试验水的NaCl浓度驯化活性污泥,考察了驯化污泥的硝化功能;并进一步研究了适应于某NaCl浓度的耐盐硝化菌在受到盐度冲击时,其硝化功能的变化.结果表明,常规活性污泥中的硝化菌对盐度较敏感,当试验水中的NaCl质量浓度达到10.0 g/L时,污泥比硝化速率降低86%;通过逐步提高试验水的NaCl浓度对活性污泥进行长期驯化,可以驯化出耐盐硝化菌,耐盐污泥的比硝化速率接近于常规活性污泥的比硝化速率;适应于某NaCl浓度的耐盐硝化菌在受到盐度冲击时,NaCl浓度突然增加会对其产生更强的抑制作用.     

不同温度对SBR腐殖活性污泥系统运行效能的影响

在10～22℃范围内,通过实验考察了温度对腐殖土间歇式活性污泥处理(SBR)系统的运行特性的影响.实验结果表明,降低温度对SBR腐殖活性污泥系统去除COD影响不大,当温度降至10℃时,COD去除率仍可达到80%以上;在22～14℃范围内,SBR腐殖活性污泥系统对NH+4-N和TN的去除影响不大,温度降至10℃时,NH+...     

活性污泥法处理过程中泡沫问题的产生与控制

活性污泥法运行过程中经常受泡沫问题的影响,导致处理效果的降低以及运行费用的提高.大量研究表明,污泥中某些丝状菌或放线菌的过度增殖是造成活性污泥工艺中泡沫问题的主要原因.讨论了活性污泥过程中泡沫的产生原因、已知的发泡微生物的种类、影响发泡的环境因素和过程参数及常用的泡沫控制技术,并对污泥消化过程中的泡沫问题作了简单的介绍.     

高效代谢解偶联剂的筛选及对SBR系统综合运行效能的影响

活性污泥法是最常用的污水处理技术,但它同时会产生大量的剩余污泥,需要进行额外的处理和处置.活性污泥的解偶联代谢能有效地减少剩余污泥的产量.比较了5种代谢解偶联剂,即2,4-二硝基苯酚(DNP)、邻氨基苯酚(AP)、2,4,6-三氯苯酚(TCP)、3,3',4,5-四氯水杨酰苯胺(TCS)、丙二酸的污泥减量效果和对COD去除能力的影响.结果表明,当它们在各自的最佳质量浓度20、1 5、4、1.2、15 mg/L时,污泥的表观增长系数分别降低了62.39%、63.75%、59.40%、34.58%和53.75%,而COD去除率仅有轻微下降.重点研究了15 mg/L的丙二酸和4 mg/L的TCP对SBR系统运行效能和污泥沉降性能的影响.发现在长期运行过程中,两者都能有效降低系统的污泥产量,而对COD去除率的影响较低,但使用丙二酸6 d后极大地影响了污泥的沉降性能,而TCP对污泥的沉降性能影响很小.     

直接磁场对特定厌氧污泥活性影响的研究

在优势菌生物除铬系统中悬挂表面磁场分别为0～6 mT和0～20 mT的磁片,分别控制磁片之间的磁场强度介于0～4.5 mT和0～14 mT,以未加磁场的对照系统作为参照,考察试验污泥活性的变化.试验结果表明,反应器中磁场强度为0～4.5 mT时,对厌氧活性污泥活性的促进效果较好,最大产甲烷速率(Umax.CH4)达64.3 mL CH4/g VSS·d,比非磁场系统提高20.6%,消耗单位COD产甲烷量为0.140 mL CH4/mg COD,比系统非磁场系统提高70.7%.同时发现了磁场的引入,提高了试验污泥利用COD物质生成甲烷的效率,对于低有机负荷重金属废水的生物净化尤其意义重大.     

Changes in toxicity and genotoxicity of industrial sewage sludge samples containing nitro- and amino-aromatic compounds following treatment in bioreactors with different oxygen regimes

Goals, Scope and Background

From 2005, deposition of organic waste will be banned in Sweden. Likewise, in Germany and Austria, similar bans are being planned, and further countries will probably follow. Thus, there is a need to develop new methods and to refine established techniques for sludge management in the whole of the European Union. For this end, there is also an urgent need for appropriate ecotoxicological approaches to elucidate and assess the hazard potential of sewage sludge. Therefore, the present study was designed to assess the capacity of various established sludge treatment methods using different oxygen regimes to degrade recalcitrant nitro-substituted organic compounds and reduce their toxicity. Sewage sludge samples from a wastewater treatment plant in Sweden (Cambrex Karlskoga AB, industrial area Björkborn) receiving wastewater from industries manufacturing pharmaceutical substances, chemical intermediates and explosives were processed with different sludge treatment methods. Among other treatment methods, bioreactors (for anaerobic and aerobic sludge treatment) were used. In the present investigation, a battery ofin vitro bioassays was employed to compare the cytotoxic and genotoxic potentials of different fractions of sludge samples in order to elucidate whether the treatments were suitable to reduce the toxicity of the sludge.

Methods

In order to investigate the cytotoxicity of the extracts of treated and untreated sludge samples, the acute cytotoxicity test with the permanent cell line RTL-W1 was used. Genotoxicity was tested by means of the comet assay (single cell gel electro-phoresis) with RTL-W1cells, and mutagenicity was assessed with the Ames test using the Salmonella typhimurium strains TA98, TA98NR and TA100. Sludge toxicity was tested in different fractions of organic extracts produced by acetone and hexane extractions. The subsequent clean-up procedure (silica gel chro-matography and elution with hexane and dichloromethane) resulted in two fractions, a lipophilic hexane-fraction and a semi-lipophilic dichloromethane-fraction. For the genotoxicity and mutagenicity tests, these fractions were reunited at equal ratios.

Results and Discussion

The acute cytotoxicity test with RTL-Wl cells revealed a high cytotoxic potential for the semi-li-pophilic DM-fractions of all sludge samples with NR₅₀ values (= effective concentration for 50% cell death in the neutral red test) from 8.9 up to 20 mg sludge d.w./ml medium. A low cytotoxic potential for the hexane fractions of the untreated sludge samples (NR₅₀ 400 to < 400 mg sludge d.w./ml medium) was observed, whereas the hexane fractions of the treated sludge samples showed elevated cytotoxicity increasing further with treatment in the bioreactors. The comet assay indicated that three out of eight of the reunited fractions had a significant genotoxic potential. Whereas the genotoxic potential of one sample treated anaerobically was very high with an induction factor of 11.6, a similar sample (taken from the same anaerobic reactor four months later) and one untreated sample showed lower potentials. The samples treated in another anaerobic bioreactor as well as the samples treated aerobically showed no genotoxic potential. Results indicate that aerobic treatment was basically adequate for reducing the genotoxicity of the sludge, whereas anaerobic treatment was only partly useful for reduction of genotoxicity. The Ames test revealed a very high mutagenic potential for the reunited fractions of the untreated sludge samples with strain TA98 (maximum induction factors (IF_max up to 45) and a relatively high potential for one of the samples treated aerobically (S2, IF_max = 18 (TA98, S9-)), thus documenting the suitability of both anaerobic and aerobic treatments to reduce the mutagenicity of the samples, however, with the aerobic treatment being less effective. Conclusions. Overall, none of the microbiological treatments for wastewater sludge in bioreactors was found to be ideal for general toxicity reduction of the sludge samples. Whereas cytotoxicity of the sludge increased or levelled off in most cases following either treatment, genotoxicity both increased or decreased after anaerobic treatment, depending on the specific sample. However, mutagenicity could generally be reduced by anaerobic treatment and, to a lesser degree, by aerobic treatment. Recommendationsand Perspectives. The complex modification of the diverse damage potentials of sludge sample extracts by use of anin vitro biotest battery following treatment for toxicity reduction in bioreactors showed that considerations of different toxicological endpoints is essential for an adequate hazard assessment. Whereas in the case of cytotoxicity reduction, the reactors proved ineffective, mutagenicity could be reduced significantly at least in some cases in this case study.

     

Landfill leachate treatment by immediate one-step lime precipitation,carbonation, and phytoremediation fine-tuning

The high pollutant load of sanitary landfill leachates poses a huge challenge in the search for efficient and environment friendly solutions for their treatment. The objective of this work was to study an integrated solution of environmentally friendly technologies — immediate one-step lime precipitation (IOSLP), carbonation (CB), and phytoremediation (Phyt) — to treat a sanitary landfill leachate. In the leachate sample treatment by IOSLP, the influence of CaO concentration (18.2–33.3 g_CaO L^?1) and stirring time (2–60 min) on the sludge sedimentability and pollutant removal was studied. Organic load and ammonia nitrogen (AN) removal increases with CaO added, as well as sludge volume. Stirring time has a small influence on organic load and AN removal, presenting a minimum for sludge volume. Thus, the best operational conditions were chosen as 27.6 g_CaO L^?1, and 40-min stirring time, with 64% chemical oxygen demand (COD) removal. Sludge humidity was 2.1%, making dewatering needless. IOSLP supernatant was submitted to CB by atmospheric CO₂, and 100% removals in AN and hardness were attained. Effluents from IOSLP and IOSLP?+?CB were utilized in Phyt tests, with Vetiver (Chrysopogon zizanioides (L.) Roberty). The best COD removal (37%) during Phyt was attained for the samples treated by IOSLP?+?CB.

     

加药量和水力搅拌速度对雨水混凝效果的影响

为降低分流制雨水中悬浮颗粒物及其他污染物浓度,减轻城市景观河道的水体富营养化程度,对取自泵站的雨水进行混凝沉淀工艺优化实验。以PAC为混凝剂,采用Zeta电位仪、激光粒度仪和iPDA在线监测技术对混凝过程进行监测,考察了混凝剂投加量和水力搅拌速度对絮体形成和分流制雨水处理效果的影响,结果表明,混凝剂投加量和混合水力搅拌速度直接影响絮体Zeta电位和聚沉特性;混合搅拌速度控制混凝反应速率,絮凝速度梯度影响絮体形成粒径。FI曲线特征参数对控制混凝工艺具有指导意义。PAC投加量为35 mg/L,混合阶段搅拌速度800 r/min,搅拌30 s,絮凝阶段采用150、108和60 r/min的转速各自搅拌5 min,沉后水中剩余颗粒总数最少,浊度、COD和总磷去除效果最佳。     

CPAM调质浓缩污泥脱水的影响因素及其机理研究

污水处理厂剩余污泥的处置是当前业界的热点。研究了阳离子聚丙烯酰胺(CPAM)调质浓缩污泥脱水的一些影响因素，如药剂投加量、污泥pH值、环境温度、搅拌条件等。同时，还对污泥絮凝脱水机理进行了一定的探讨。研究表明：阳离子聚丙烯酰胺(CPAM)作为浓缩污泥脱水剂，在优化投加量下、污泥pH值在5.0～7.5、低速搅拌时，有较好的脱水效果。环境温度对污泥的脱水效果也有一定的影响，夏天处理优于冬天处理。     

搅拌对污泥厌氧消化过程中污泥形态及微生物活性的影响

搅拌对污泥厌氧消化过程中的物料传质具有非常重要的作用,为进一步了解搅拌对厌氧消化微观环境的影响,考察了污泥厌氧消化过程中搅拌和无搅拌条件下污泥形态、微生物活性及分布的变化。采用吖啶橙染色法对微生物中的RNA、DNA染色,通过染色情况分析微生物活性的空间分布。结果表明,搅拌系统中污泥絮体结构松散,粒径细小,但具有良好的沉降性能;搅拌系统中RNA/DNA(以荧光的相对面积表征)和脱氢酶活性均高于无搅拌系统,说明适度搅拌可以提高污泥厌氧消化系统中微生物活性。RNA/DNA与传统脱氢酶的测试结果基本一致,但前者测试过程简单、结果直观且可获得微生物活性的空间分布特性,因此可用于微生物活性的评估。     

投加沸石粉活性污泥搅拌参数优化及其对离子交换速率的影响研究

在0.3 m×0.3 m×0.36 m方形搅拌槽中初步探讨了不同的搅拌器类型、安装高度以及曝气强度对投加了沸石粉的高浓度活性污泥悬浮状态的影响,并根据固液悬浮理论确定了最佳的搅拌参数.同时,进行了不同搅拌速率下沸石对污水中氨氮的离子交换动力学研究.结果表明在无曝气的情况下,选用三叶推进式搅拌器,搅拌器离底高度为1/3搅拌器直径时所需要的临界搅拌速率最低.曝气有助于反应池中污泥的悬浮,对于30 g/L的污泥,当曝气强度由10 m3/(m2·h)增大1倍时,临界搅拌速率降低了50%.搅拌速率为120 r/min时,沸石对污水中氨氮的离子交换速率受膜扩散过程控制,当其增大为180 r/min时,其控制步骤为粒内扩散,沸石粉活性污泥达到完全均匀悬浮的临界搅拌速率不足以满足传质的要求.需增大一定程度.     

Chemically reduced excess sludge production in the activated sludge process

Excess sludge production from wastewater biological treatment process is highly, and the disposal of excess sludge will be forbidden in a near future, thus increased attention has been turned to look into potential technology for sludge reduction. Recently, some novel sludge reduction techniques have been developed based on chemical oxidation and metabolic uncoupling. This paper attempts to review those chemical-assisted sludge reduction processes, including sludge alkaline-thermal treatment, activated sludge-ozonation process, chlorination-combined activated sludge process, sludge reduction by metabolic uncouplers and high dissolved oxygen activated sludge process. In these combined activated sludge processes, excess sludge production can be reduced up to 100% without significant effect on process efficiency and stability. This paper would be useful when one is looking for appropriate environmentally and economically acceptable solutions for reducing or minimizing excess sludge production from wastewater biological treatment process.     

蠕虫L. variegatus在污泥减量中的作用与应用前景分析

剩余污泥已成为污水处理厂亟待解决的棘手问题.虽然现有污泥减量技术众多,但或多或少都存在着技术或经济上的不足.蠕虫--L.variegatus应用于污泥减量具有较好的实际效果以及潜在的商业利用价值,因此,近年来受到人们关注.首先,介绍L.variegatus一般习性、对污泥减量的试验效果.然后,对L.variegatus应用于大规模连续系统的要点进行了技术分析.最后,对L.variegatus应用于实际污水处理厂污泥减量的技术与经济的合理性进行分析和估算.     

Experimental assessment of bio-reduction of di-2-thylhexyl phthalate (DEHP) under aerobic thermophilic conditions

The reduction of organic contaminants in sewage sludge is of great importance for a further sludge disposal or agricultural utilization. Laboratory scale batch experiments were performed to assess the potential use of the aerobic thermophilic treatment technique to reduce the concentration of difficult to degrade organic chemicals. Di-2-ethylhexyl phthalate (DEHP) was chosen as a model representative of these chemicals. The effect of the sludge temperature and aeration rate on the reduction of DEHP concentration as well as on the reduction of the organic dry solid (oDS) was investigated. With a specific air flow rate of 16 m3/m3.h and a thermophilic temperature of 63 degrees C it was possible to achieve up to 70% reduction of the DEHP concentration and 61% of oDS within 96 hours. The maximum degradation of the oDS matter occurred within the first 24 hours of operation whereby only little oDS was degraded afterward. During the experiments the reactor content was routinely monitored for pH, COD, along with the ammonia nitrogen and orthophosphate concentrations.