Structure-activity relationships for association of linear alkylbenzene sulfonates with activated sludge

Sorption of linear alkylbenzene sulfonates (LAS) on sludge particles from wastewater treatment plants was studied. The effect of alkyl chain length and the water hardness were investigated. Sorption on sludge increases with increasing alkyl chain length in the LAS molecules. The results are interpreted in terms of a hydrophobic bonding mechanism being the critical micelle concentration a good index of the surfactant hydrophobicity. The increase in free energy of adsorption for the addition of successive methylene groups to the alkyl chain was estimated as 2.4 kJ/mol. Water hardness clearly enhances the sorption of LAS homologues on sludge and seems to promote cooperative sorption at high surfactant and calcium ion concentrations. An empirical equation was provided that allow to estimate the partition coefficient between aqueous and solid phases for LAS homologues as a function of the alkyl chain length and the water hardness.     

低温条件下硝化污泥的驯化

为了在低温13～14％下取得较好的硝化效果,分3个温度阶段25℃,16～17℃,13—14℃对活性污泥进行了驯化培养,研究了进水氨氮浓度和混合液COD对硝化污泥的影响。实验结果表明,硝化污泥经过驯化培养后,氨氮去除率可达80％以上,且在DO浓度为2ing／L,pH为6．7～7．5,进水氨氮为300mg／L,混合液COD为80mg／L条件下,硝化污泥能取得较快的增长,氨氮平均去除率可达89％。     

Primary biodegradation of linear alkyltoluene and alkylbenzene sulfonates

Studies on the primary biodegradation of linear dodecylbenzene sulfonate, linear dodecyltoluene sulfonate, linear C(10-14) benzene sulfonate, linear C(10-14) toluene sulfonate, commercial samples of linear C(10-14) benzene sulfonate and branched dodecylbenzene sulfonate (DDBS) were carried out using a microbial culture developed from garden soil. Results show that linear alkyl toluene (LAT) is as degradable as linear alkylbenzene (LAB) in 7 days. However, a slower rate of degradation was noted with LAT. Various distributions of the positional isomers of the phenyl ring in the alkane chain of C(10-14) LAB showed no change in the pattern of primary biodegradation.     

用于催化降解烷基苯磺酸钠的Cu-C催化剂的制备及性能分析

Cu-C是一种优化制备的负载型催化剂,实验中以其催化湿式氧化处理高浓度LAS废水。本实验用浸渍法和附着沉淀法制备该催化剂,并考察了反应时间、反应温度、溶液浓度、催化剂的投加量以及不同的制备方法等对催化剂性能的影响,以水样COD和LAS的去除率来评价催化剂的活性。实验结果表明,该方法制备的催化剂具有很好的处理高浓度LAS废水的能力;当反应温度为50℃,反应时间为120 min,催化剂的投加量为2 g时,催化剂的催化效果最好,COD去除率为79.76%,LAS去除率为88.28%。并且,当活性炭与催化剂的振荡吸附时间超过20 min时,活性炭的吸附对废水中LAS的去除基本上无影响。     

Biodegradation of linear alkylbenzene sulfonates in sulfate-leached soil mesocosms

Aromatic sulfonates (R-SO(3)(-)) can be used as sulfur sources by sulfate-starved bacteria in laboratory cultures and the corresponding phenols are excreted from the cells. The present study was conducted to demonstrate whether such desulfonation reactions also occur in sulfate-leached agricultural soil, where desulfonation of organic sulfur compounds may have agronomic importance as a S source for plants. Xenobiotic linear alkylbenzene sulfonates (LAS) were added to nominal concentrations of 0, 10 and 100 mgkg(-1) dry weight in a sandy soil that was depleted in sulfate by leaching the soil with water (sulfate depletion, approximately 75%). The soil was incubated at 20 degrees C in duplicate 3-dm(3) mesocosms for 8 weeks. Primary degradation of LAS was rapid with half-lives of 1-4 days. Sulfophenylcarboxylates were identified and quantified as intermediates, whereas linear alkylphenols (the expected primary desulfonation products) were not detected by high-pressure liquid chromatography coupled with both fluorescence and electrospray ionization-mass spectrometry. Thus, LAS was used by the bacteria as a source of energy and carbon, rather than as a source of sulfur. Measurements of soil pH, fluorescein diacetate (FDA) hydrolysis and arylsulfatase activity showed that stable microbial conditions prevailed in the soil mesocosms. FDA hydrolysis (a measure of total microbial activity) was transiently inhibited at the highest LAS concentrations. Arylsulfatase activity (i.e., hydrolysis of aromatic sulfate esters) was not significantly affected by the soil incubation, although arylsulfatases may be upregulated in sulfate-starved bacteria. However, an increased production of arylsulfatase may be difficult to detect due to the background of extracellular arylsulfatases stabilised in the soil. Therefore, the present data does not exclude a regulatory response to sulfate depletion by the soil microorganisms. However, the importance of desulfonation reactions in natural environments still needs to be demonstrated.     

The fate of linear alcohol ethoxylates during activated sludge sewage treatment

Model continuous activated sludge (CAS) plants (Husmann units) were used to study the fate of two commercial, alcohol ethoxylate (AE) surfactants during aerobic sewage treatment. The surfactants were produced by the ethoxylation of an essentially linear C(12-15) alcohol (NEODOL 25) with an average of 7 (C(12-15)EO7) or 3 (C(12-15)EO3) moles of ethylene oxide (EO). Recent analytical developments made it possible to measure levels of AE that included the free alcohol and EO1 oligomers across the CAS system, from the influent feed, on the activated sludge, through to the effluent. Measured concentrations of AE (as C(12-15)EO(0-20)) in the synthetic sewage feeds to the test CAS plants lay in the range 11-13 mg/l. During stable operation at 20 degrees C, an average of 5 microg/l AE were present in the C(12-15)EO7 CAS plant effluent, giving a removal (bioelimination) of >99.9%. When levels of AE on the sludge, and polyethylene glycols (PEGs--an expected biodegradation intermediate) in the effluent and on the sludge were also taken into account, biodegradation was considered to be responsible for >98.7% of the observed removal. During operation at a winter temperature (10 degrees C), an average of 26 microg/l AE were present in the C(12-15)EO7 CAS plant effluent, giving a removal of 99.8%. Biodegradation was estimated to be responsible for >97.2% of the observed removal. During operation at 20 degrees C, an average of 7 microg/l AE were present in the C(12-15)EO3 CAS plant effluent, giving a removal of >99.9%. No analysis for PEG was performed in this case but the low level of AE on the sludge (0.2 mg/g dry solids) suggested that biodegradation was responsible for most of the observed removal. Neither surfactant had any adverse effect on the sewage treatment efficiencies of the CAS plants in terms of dissolved organic carbon (DOC) removal, nitrification or biomass levels.     

加压活性污泥法处理有机中间体废水的研究

对加压活性污泥法处理有机中间体废水进行了研究,主要考察了停留时间(HRT)、污泥浓度(MLSS)和反应压力等条件对COD去除率的影响.有机中间体废水经铁炭预处理后,COD从原来的8 000 mg/L降到5 000 mg/L左右,BOD5/COD由原来的0.20升高到0.40左右.当反应器内废水混合后COD 2 000 mg/L时,在反应压力0.10 MPa、污泥质量浓度3～5 g/L、停留时间8～10 h条件下,出水COD小于600 mg/L,COD去除率大于70%;出水经混凝沉淀处理后COD小于400 mg/L,可以达到<污水综合排放标准>(GB 8978-1996)三级标准.与常规的活性污泥处理方法相比,加压活性污泥法具有处理速度快、降解效率高和容积负荷大等优点.     

悬浮和附着活性污泥反应器处理低温废水的特性比较

在水温6℃下,进行了实验室规模的序批式移动床生物膜反应器(sequencing batch moving bed biofilm reactor,SBMBBR)及传统的序批式反应器(SBR)污水处理特性的比较研究。结果表明,在容积负荷分别为1.3、2.2和3.4 kg/(m~3·d)的3个工况下,2个反应器的COD平均去除率均不低于95%,总氮平均去除率均不低于43%,总磷平均去除率均不低于64%。2个反应器中都观察到明显的同步硝化反硝化过程,且对氮的去除有较大的贡献。与SBMBBR相比,SBR系统表现出相对更高的出水有机污染物去除的稳定性,出水水质波动性低。从总体的污染物去除效果分析,在水温6℃时,在相同的工艺条件下,悬浮和附着活性污泥反应器处理低温废水的工艺没有显著的差异。     

Kinetics of low frequency sonodegradation of linear alkylbenzene sulfonate solutions

The decomposition of sodium dodecylbenzene sulfonate (SDBS) in water by means of ultrasound irradiation at 20kHz was investigated. Experiments were conducted at surfactant concentrations of 175, 260 and 350 mg l(-1), liquid volumes of 120, 170 and 220 ml, temperatures of 20, 30 and 45 degrees C and applied power of 40, 80 and 125 W. The extent of degradation was followed monitoring substrate and organic carbon concentrations, while hydrogen peroxide concentration was also measured; the latter is a product of water sonolysis due to hydroxyl radical recombination. 80% SDBS conversion was achieved after 120 min of sonication at 125 W and 30 degrees C; nonetheless, SDBS and its degradation intermediates proved difficult to oxidise as only about 20-25% of the initial carbon content was transformed to carbon dioxide. At the initial stages of the reaction, degradation rate appears to be only weakly dependent on the substrate concentration with the rate increasing from 3.1 to 4 mg l(-1)min(-1) with increasing concentration from 175 to 350 mg l(-1). Degradation appears to occur at the bubble-liquid interface through hydroxyl radical-mediated reactions whose role was established by performing experiments in the presence of radical scavengers, namely potassium bromide and sodium benzoate. Degradation rates increased with increasing power and decreasing temperature and volume.     

活性污泥对甲醛废水的净化性能

采用微生物法处理低浓度甲醛废水达标排放是比较经济的方法之一.在研究中采用序批式活性污泥法(SBR)工艺,考察了曝气时间、进水甲醛浓度、进水 pH 和水温对微生物净化低浓度甲醛废水的影响.结果表明,随着曝气时间的延长,活性污泥对甲醛的去除率增大.进水甲醛浓度在 40～120 mg/L 范围内,随着浓度升高甲醛污泥负荷增加,微生物对甲醛的降解速率增加,但对甲醛的去除率降低.活性污泥在 pH 为 5～7 的中性和弱酸性环境中对甲醛的降解速率较高.在15～35℃范围内,污泥对废水中甲醛的去除率随温度升高而上升,微生物对甲醛的降解速率随温度升高呈指数递增趋势.     

Degradations of urobilin and stercobilin during activated sludge treatment of night soil

This paper deals with the degradation of urobilin and stercobilin in the sewage treatment plant or domestic septic tank and elucidates the factors contributing to their decomposition. The quantities of urobolin or stercobilin in the effluents from the sewage treatment plants were low and these substances were degraded by treatment with activated sludge. The efficacies of aeration, bacterial decomposition and free chlorine treatment in degrading urobilin or stercobilin were examined. Urobilin and stercobilin were decomposed by aeration and the decomposition rate was accelerated under alkaline conditions. Both compounds were decomposed by activated sludge, isolated bacteria and free chlorine treatments. These results show the decomposition of urobilin and stercobilin at sewage treatment plants.     

不同焚烧温度下开发区污泥焚烧渣分析

在不同焚烧温度条件下采用可控温管式炉焚烧开发区干污泥,对污泥焚烧渣中微观形貌、元素分布、矿物组成以及重金属总量及其形态进行了分析研究。实验结果表明,污泥焚烧渣在焚烧温度为900℃出现明显的结焦现象,在焚烧温度为1 100℃时焚烧渣结焦的微观表面致密。XRD分析发现温度的升高使污泥烧渣中出现NaA lS iO4等性质相当稳定的物质。不同重金属在底渣中的总量分布及其形态特征受焚烧温度的影响程度不同。焚烧温度的提高使污泥中重金属的残渣态比例增高,使污泥焚烧对环境的影响减小。     

Phenol degradation and microbial characteristics in upflow anaerobic sludge blanket reactors at ambient and mesophilic temperatures

A synthetic wastewater containing phenol as sole substrate was respectively treated at temperatures of 26±1°C and 37±1°C in 2.8 litre upflow anaerobic sludge blanket (UASB) reactors. At the two temperatures, pH 7.0–7.5, with a 1:1 effluent recycle ratio, phenol in wastewater was efficiently degraded in a UASB reactor. Microbial community analysis using denaturing gradient gel electrophoresis (DGGE) showed that less shift in the microbial community occurred with the temperature changing. Phenol degradation in wastewater was recommended to select ambient temperature in UASB reactors. The optimal HRT was 12 to 16 hours corresponding to 6.0–4.5 g COD/(l.d) loading rate at ambient temperature in UASB reactors. The distribution of archaeal and bacterial populations in the UASB granular consortium was revealed using fluorescence in situ hybridisation (FISH) technique.     

常温下ABR处理低浓度废水性能及污泥特性

研究了常温(17~25℃)下4隔室厌氧折流板反应器(ABR)处理低浓度废水的运行效果及污泥特性。在水力停留时间(HRT)为24 h,进水COD浓度为1 500、1 000和500 mg/L左右时,平均COD去除率分别为94%、93%和87%。进水COD浓度保持在500 mg/L左右,将HRT降为12 h和8 h,COD的去除率仍达到83%以上。厌氧污泥性质测定结果表明,最后隔室中的污泥浓度、颗粒化程度及产甲烷活性与其他隔室相比明显较低,说明低浓度进水对最后隔室厌氧污泥的性质影响较大。颗粒污泥扫描电镜观察显示,各隔室颗粒污泥内部微生物组成差异较大,第1隔室颗粒污泥以产甲烷球菌为主,第2隔室颗粒污泥中没有明显的优势菌,但杆状菌比第1隔室明显较多,第3、4隔室颗粒污泥中以索氏甲烷丝菌为优势菌。     

低温和常温状态下AHR反应器处理生活污水效果比较研究

厌氧处理的传统对象为城市污水厂污泥和高浓度的工业污水。生活污水属于低浓度污水,追寻高效的生活污水厌氧处理工艺是研究者的一致目标,也是厌氧处理研究的热点。研究了在低温和常温状态下长期运行复合式厌氧反应器（AHR）反应器对生活污水的处理效果并分析了其中的影响因素,结果表明,进水平均温度分别为27.9℃和10.6℃情况下,COD处理效果接近,平均去除率分别为30.68%和36.13%;常温工况B/C从进水0.525增加到出水的0.642,低温工况从0.459增加到0.503,常温相比低温可生化提高的幅度稍高;低温下不利于SS的去除效果的提高,常温工况比低温工况的污泥水解率高。     

Removal of a broad range of surfactants from municipal wastewater--comparison between membrane bioreactor and conventional activated sludge treatment

Elimination of alkylphenol ethoxylates (APEO) and their degradation products (alkylphenols and alkylphenoxy carboxylates), as well as linear alkylbenzene sulfonates (LAS) and coconut diethanol amides (CDEA), was studied in a pilot plant membrane bioreactor (MBR) working in parallel to a full-scale wastewater treatment plant (WWTP) using conventional activated sludge (CAS). In the CAS system 87% of parent long ethoxy chain NPEOs were eliminated, but their decomposition yielded persistent acidic and neutral metabolites which were poorly removed. The elimination of short ethoxy chain NPEOs (NP(1)EO and NP(2)EO) averaged 50%, whereas nonylphenoxy carboxylates (NPECs) showed an increase in concentrations with respect to the ones measured in influent samples. Nonylphenol (NP) was the only nonylphenolic compound efficiently removed (96%) in the CAS treatment. On the other hand, MBR showed good performance in removing nonylphenolic compounds with an overall elimination of 94% for the total pool of NPEO derived compounds (in comparison of 54%-overall elimination in the CAS). The elimination of individual compounds in the MBR was as follows: 97% for parent, long ethoxy chain NPEOs, 90% for short ethoxy chain NPEOs, 73% for NPECs, and 96% for NP. Consequently, the residual concentrations were in the low mug/l level or below it. LAS and CDEA showed similar elimination in the both wastewater treatment systems that were investigated, and no significant differences were observed between the two treatment processes. Nevertheless, for all studied compounds the MBR effluent concentrations were consistently lower and independent of the influent concentrations. Additionally, MBR effluent quality in terms of chemical oxygen demand (COD), NH(4)(+) concentration and total suspended solids (TSS) was always superior to the ones of the CAS and also independent of the influent quality, which demonstrates high potential of MBRs in the treatment of municipal wastewaters.     

活性污泥胞外聚合物在污水处理过程中的荧光特性

采用三维荧光光谱法对活性污泥的微生物代谢过程进行了分析。通过分析活性污泥进入内源呼吸过程的EPS中荧光性物质的变化规律,发现疏松结合的胞外聚合物(LB-EPS)荧光光谱的微生物代谢产物峰在内源呼吸前期就开始下降,下降比例为11%,而LB-EPS荧光光谱图中的类蛋白荧光峰和紧密结合的胞外物质(TB-EPS)荧光光谱图的类溶解性微生物代谢产物荧光峰在内源呼吸的后期下降,下降比例分别为18%和14%,在前期分别升高了34%和372%。另外,提出了通过疏松的胞外聚合物(LB-EPS)荧光偏移量来分析污水处理过程特性,得出荧光峰位置的偏移量与污水厂的出水COD、氨氮和污泥内源呼吸比具有很好的相关性,相关系数分别为0.943、0.825和0.941。     

Performance change during long-term ozonation aimed at augmenting denitrification and decreasing waste activated sludge

Partial ozonation of return activated sludge for waste sludge minimization and soluble COD production was examined. Two nitrifying sequencing batch reactors, one control and one ozonated, were operated under alternating anoxic/aerobic conditions. During the first steady-state period of 95-136 d of ozonation, the amount of wasted solids decreased with the ozone dose up to 25%, generating soluble COD by cell lysis. However, during a subsequent period of 190-232 d of continuous ozonation, the effect of solids destruction and COD production decreased by 50%. The investigations of extracellular polymers content and floc shape analyses showed that, after prolonged daily ozone treatment, sludge floc structure becomes stronger, denser, and more ozone-resistant. The findings suggest that, for prolonged operation of partial sludge ozonation, an increase in ozone doses may be required to continuously maintain the expected solids destruction level. This in turn will increase the operational costs of the treatment.     

新型活性污泥的培养及其处理高盐有机废水

在好氧反应器中,将海泥通过海水和营养物质培养成新型的活性污泥,在处理含盐废水时有较好的活性和沉降性能,对这种新型的活性污泥我们称其为海洋活性污泥。通过10周的培养,海泥的污泥体积指数（SVI）从最初的19 mL/g升高到70 mL/g,对有机废水处理12 h后高锰酸盐指数（CODMn）降解率达到90%,氨氮降解率达到45%。在污泥培养时,营养物质投加频率为一日一次最有利于污泥的培养,又葡萄糖比淀粉更有利于污泥的培养。对于含盐有机废水的处理,海洋活性污泥也比传统活性污泥有优势,甚至对于含盐量6%的高盐有机废水,处理12 h后能达到CODMn降解率达为70%,氨氮降解率达到30%。当NaCl浓度高于6%,海洋活性污泥仍具有一定的活性,但仍能观察到明显的抑制作用。此外,海洋活性污泥具有比传统活性污泥更强的盐度变化抗性,甚至在低盐度下盐浓度变化时,海洋活性污泥的氨氮降解稳定性也优于传统活性污泥。