废水生物处理出水中溶解性微生物产物的形成机制与特征

废水生物处理出水中的溶解性微生物产物(SMP)主要产生于基质降解和微生物的内源呼吸过程,它的存在是影响生物处理出水水质和有机物去除率的一个重要因素,已引起人们的普遍关注.简单阐述了SMP的定义,详细探讨了废水生物处理出水中溶解性微生物产物的形成机制与特征.     

超临界水无害化共处理PVC和医疗垃圾焚烧飞灰的可行性探讨

采用超临界水氧化降解PVC同时无害化处理医疗垃圾焚烧飞灰,利用PVC脱氯形成的中间产物盐酸提取医疗垃圾焚烧飞灰中的重金属,达到飞灰无害化的目的。结果显示,超临界水可以将飞灰颗粒打碎,从而提高盐酸提取重金属的速率和效果,但是在超临界水中还存在重金属的固定过程,过长的反应时间和过高的反应温度都会降低重金属的提取效率。在提取过程中,Cu和Zn优先于Pb被盐酸浸出,而Pb被浸出后很容易被超临界水进一步固定。综合考虑重金属在超临界水中的变化特性,总结出超临界水处理飞灰和PVC的最佳条件为:PVC与飞灰质量比0.5:1,温度400℃,提取时间90 min。处理后的飞灰再次经过水洗后,其重金属浸出浓度低于USEPA规定的限制值。本研究为飞灰的无害化处理提供一条新的思路。     

给水加氧处理在超超临界1000MW机组的应用

徐州电厂超超临界1000MW机组投产后及时采用了给水加氧处理技术,介绍了1号机组给水加氧转换过程、水汽指标的变化情况。加氧处理技术实施后水汽系统含铁量显著降低,精处理混床运行周期延长,加药量减少,效果显著,提高了机组运行的经济性和安全性。     

海绵铁还原耦合活性炭吸附-微波再生技术降解甲基橙

采用海绵铁(s-Fe0)还原耦合活性炭(GAC)吸附-微波(MW)再生技术降解甲基橙(MO)溶液,重点考察了s-Fe0投加量、粒径、微波功率等因素对MO去除效果的影响。结果表明,s-Fe0投加剂量为15.0 g/L、粒径为3～5 mm、超声波功率为200 W,反应1 h,MO的去除率为94.2%。其次,采用GAC吸附-MW再生技术(800 W,照射1 min)循环处理上述脱色后的MO废水。结果表明,GAC吸附可有效降低废水的生物毒性及残留的染料、TOC和总铁离子浓度,且MW辐射可有效再生吸附饱和的GAC颗粒。因此,s-Fe0还原耦合GAC吸附-MW再生技术可以有效降解MO染料,具有处理效果好、实现资源循环利用等优点。     

Effect of acetate and propionate on the production and characterization of soluble microbial products (SMP) in aerobic granular sludge system

It is well known that soluble microbial products (SMP) derived from biological systems found in wastewater treatment plant effluent are responsible for chemical oxygen demand (COD). Aerobic granular sludge (AGS) is recognized as an efficient and innovative approach for wastewater treatment. Acetate and propionate as two dominant organic substances in wastewater need to be effectively removed before discharge. The aim of this study was to investigate the effectiveness of acetate and propionate to interfere with the accumulation, molecular weight (MW) distribution and composition of SMP in aerobic granular sludge (AGS) system using two identical sequencing batch reactors (SBR) named R1 and R2, respectively, thus reducing the COD. The results demonstrated that more SMP accumulated in R1 in presence of acetate compared to R2 treated with propionate. A positive correlation for SMP formation was detected as evidenced by aeration rates, but a negative correlation with hydraulic retention time (HRT). The MW distribution analysis suggested that small molecules (MW <3?kDa) were the dominant fraction of SMP in R1 and R2, accounting for 57–79% and 39–61%, respectively. In addition, gas chromatography-mass spectrometry (GC-MS) demonstrated that esters, alkanes, alkenes and alcohols were the predominant low-MW SMP in R1 and R2. More peaks were present in R2 (61) than R1 (46). Esters were the predominant SMP (39%) in R1, while alkanes were the predominant SMP (31%) in R2. Further, microbial community analysis indicated that more α- and γ-Proteobacteria groups which readily utilize low-MW SMP were found in R2 compared to R1-granules which may have contributed to less SMP accumulated in R2. The abundant genera in the granules were Zoogloea and Azoarcus, in particular, a greater quantity of Azoarcus was detected in R2 than R1-granules, which may be associated with higher degradation of aromatics in SMP.     

Fouling of nanofiltration membrane by effluent organic matter： Characterization using different organic fractions in wastewater

The UF membrane with molecular weight cutoff (MWCO) ranging from 2 kDa to 100 kDa and XAD-8 resin were employed to identify the characteristic of molecular weight (MW) distribution of wastewater effluent organic matter (EfOM) in terms of TOC and UV254, as well as the amounts of the hydrophilic/hydrophobic organic fractions in different MW ranges. Then, the nanofiltration (NF) membrane fouling experiments were carried out using the above fractionated water to investigate the effect of MW distribution and hydrophilic/hydrophobic characteristics of EfOM on the membrane flux decline using the fractionated water samples above. The experimental results have shown that 45.61% of the total organics belongs to the low MW one, among which the percentage of the hydrophilic organics with low MW (less than 2 kDa) was up to 28.07%, while that of the hydrophobic organics was 17.54%. In particular, the hydrophilic fraction was found to be the most abundant fraction in the effluents. MW distribution has a significant effect on the membrane fouling. When the MW was less than 30 kDa, the lower the MW, the larger was the specific flux decline, while in the case of MW higher than 30 kDa, the higher the MW, the larger was the specific flux decline, and the decline degree of low MW organics was larger than the high MW one. With the same MW distribution range, specific flux decline of the hydrophilic organic was considerably slower than that of the hydrophobic organic, which indicated that the hydrophobic organic fractions dominantly contribute to the flux decline.     

焦化废水尾水O3氧化消除消毒副产物生成潜能的影响分析

焦化废水经生化处理后的尾水中含有多种溶解性有机物(DOM),可能成为消毒副产物的前体物,进而影响受纳水体下游给水厂的水质安全.因此,对焦化废水外排水(尾水)的消毒副产物生成潜能进行了分析,以实际焦化废水厂尾水为基质,采用气相色谱(GC)考察了O3氧化深度处理前后卤乙腈和三卤甲烷的生成潜能,并结合分子质量分布法和三维荧光光谱法分析了O3氧化处理尾水过程中前体物的转化规律.GC结果表明,焦化废水尾水各个分子质量范围的卤乙腈和三卤甲烷生成潜能分别达到1950.5～3965.1μg.L-1和1498.2～2571.2μg.L-1,表明工业废水排放之前需要考虑其对水体消毒副产物生成潜能的贡献.O3氧化作用可以实现尾水中消毒副产物前体物的削减,相同反应时间的条件下O3浓度越高其削减越有效.溶解性有机碳(DOC)及在254nm波长下的吸光度值(UV254)分析结果表明,O3氧化能部分矿化尾水中的有机物,并优先分解不饱和芳香性有机组分.分子质量和荧光光谱分析结果表明,O3氧化优先矿化小分子组分(<1kDa),并将尾水中大分子有机物分解为小分子(<1kDa),对活泼基团进行预氧化,从而实现氯消毒副产物生成潜能的削减.     

典型南方水源溶解性有机物分子量分布变化及去除特性

用超滤膜法对以东江为水源的深圳水库水体溶解性有机物(DOM)进行物理分级表征,研究了2005年3～9月原水中DOM分子量分布的连续变化特性,以及各分子量范围的DOM组分与消毒副产物三卤甲烷生成势(THMFP)之间的关系结果表明,在此原水DOM中,相对分子量小于1000的有机物所占比例最高(平均值为41.15%(以DOC计)),这说明东江原水中DOM主要以小分子量有机物为主,此分子量范围有机物所产生的THMFP在原水中所占比例均值为32.23%水处理研究表明,常规工艺和深度处理工艺对其DOC和THMFP的去除率均不高.对原水总DOC的贡献占第二位的是分子量在104～3×104之间的有机物(均值为24.07%),其对总THMFP的贡献率为29.09%,常规工艺对此分子量范围有机物去除效果很好.     

MW-Fe0/H2O2体系预处理垃圾渗滤液浓缩液有机物

为探究MW-Fe⁰/H₂O₂类芬顿反应对渗滤液浓缩液的效能与机理,探讨了废水初始pH值、Fe⁰投加量、H₂O₂投加量、MW功率和反应时间等影响因素对有机物去除效果,通过类比实验对MW-Fe⁰/H₂O₂体系处理渗滤液浓缩液中MW辐射的反应机理进行研究,并采用了SEM和XRD技术对反应前后的Fe⁰物相变化及催化机理进行了探究.结果表明,在初始pH值为3.0,Fe⁰投加量0.5g/L,H₂O₂投加量20mL/L,MW功率400W,反应时间14min时,其COD、UV₂₅₄以及色度（CN）的去除率分别为58.70%、85.69%和88.30%.类芬顿类比实验说明MW-Fe⁰/H₂O₂体系处理后具有较高的有机物去除率和可生化性;紫外-可见光谱表明,Fenton和MW-Fe⁰/H₂O₂类芬顿反应均能使废水中有机物的芳香性程度、分子量和缩合度大幅度降低,但MW-Fe⁰/H₂O₂类芬顿反应优于其他反应过程;三维荧光光谱显示,MW-Fe⁰/H₂O₂类芬顿反应能使渗滤液浓缩液中荧光峰峰位蓝移,说明废水的腐殖质缩合度减小,且分子量大幅降低.与此同时,Fe⁰在反应过程中,表面由光滑变得粗糙且被腐蚀为Fe₃O₄和FeOOH等物质.MW-Fe⁰/H₂O₂类芬顿反应的主要机理为芬顿反应及铁氧化物-H₂O₂非均相芬顿反应的高级氧化作用、铁基胶体对有机物的吸附沉淀,而MW的热效应和非热效应加速了以上作用的进行,从而能对渗滤液浓缩液中有机污染物进行快速去除.