氨基介孔磁性载体在柴油生物脱硫中的应用

制备了氨基介孔磁性载体(AMMC),分别采用FTIR,XRD,TEM等技术对AMMC的官能团、磁性、表观形态和沉降性能等进行了表征,并将脱硫菌株固定于AMMC上,以含二苯并噻吩(DBT)的正十六烷为模拟柴油,比较了固定化脱硫菌和游离脱硫菌对柴油的脱硫性能。表征结果显示,AMMC负载了氨基,是具有丰富孔结构的磁性载体(比表面积为61 m~2/g、孔体积为0.131 cm~3/g、平均孔径为11.339 nm),具有悬浮能力强、磁性良好、分离速度快的特点。脱硫实验结果表明:AMMC固定化脱硫菌配合吐温80使用,对DBT的降解率最高,脱硫反应第3天,DBT降解率为75%;AMMC固定化脱硫菌未经活化直接第5次重复使用时,DBT降解率维持在30%左右,游离脱硫菌的DBT降解率不足10%。     

一种新型功能性悬浮填料

该发明涉及一种水处理用的功能性悬浮填料。采用由塑料板紧夹颗粒或块状功能性水处理材料制成的复合翼板，并以颗粒或块状功能性水处理材料作为主要生物载体，使微生物更易附着其上繁殖，形成生物膜，且生长更为茂盛。在功能性悬浮填料中设置拒水的泡沫塑料来调节与水的相对密度，使功能性悬浮填料能和水、气一起流化，强化了微生物、     

负载型纳米TiO2光催化剂的制备及其光催化活性

采用悬浮聚合法制备粉煤灰-聚苯乙烯微珠载体，通过矿化接枝技术将水热法制备的纳米TiO2负载在粉煤灰-聚苯乙烯微珠载体上，制成负载型纳米TiO2光催化剂。用x射线衍射仪、扫描电子显微镜对负载型纳米TiO2光催化剂进行了表征；通过光催化降解甲醛实验评价了负载型纳米TiO2光催化剂的活性。实验结果表明，纳米TiO2在载体上分散良好，平均粒径为36．4nm；该催化剂活性较高，明显优于粉体纳米TiO2光催化剂，重复使用10次左右，该催化剂的活性无明显下降。     

悬浮填料在废水生物处理中的应用进展

综述了悬浮填料及反应性悬浮填料在废水生物处理中的应用。在曝气池中添加悬浮填料对传统活性污泥法进行改进，改造工程简单，并可使原有污水处理场的处理能力及脱氮能力大大提高；悬浮填料与活性污泥法的多种变型相结合，在市场上形成了多种新型反应器和新的商品处理工艺。反应性悬浮填料的使用也已取得一系列成功经验，但仍然要注意反应性悬浮填料本身在废水中的降解问题。     

活性组分含量和复合载体对SCR催化剂脱硝活性的影响

采用浸渍法制备V2O5 - WO3/TiO2催化剂,研究了活性组分WO3和V2O5含量对催化剂脱硝活性的影响.在催化剂载体中加入SiO2或Al2O3粉末,考察了复合载体对催化剂性能的影响.实验结果表明:适宜的WO3质量分数为10％,V2O5质量分数为0.50％；在催化剂载体中加入SiO2或Al2O3粉末,一定程度上降低...     

国外动态

西德林德公司开发了Linpor法废水处理工艺,即在传统鼓风曝气池中,加入边长为1.5厘米的正方形泡沫塑料作为固定微生物的载体,泡沫塑料的孔径约为1毫米,使细菌和原生动物可进入其中,其投加量占曝气池体积的25—40％。因此,在曝气池中既有悬浮的活性污泥(浓度约为3克/升左右),又有固定在泡沫塑料中的微生物(浓度为10—15克/     

固定化厌氧微生物多孔囊状聚酰胺载体的研制

采用界面聚合方法制备出固定化厌氧微生物多孔囊状聚酰胺载体。该载体壁薄,内外表面粗糙多孔,具有典型的囊状空间、较高的孔体积和比表面积。将该载体用于厌氧法处理人工合成废水,同一时间的沼气产量高于使用基体型多孔聚合物载体和未使用载体时的沼气产量,在3种情况下的36d累积沼气产量分别为1430,1210,875mL。使用电子扫描电镜观察固定化微生物载体,发现有大量的厌氧菌群生长在载体内外表面。实验结果表明,该载体固定厌氧微生物的性能良好。     

Mg~(2+)对膨润土载体缓释肥缓释效果的影响

采用天然多孔的矿物膨润土作为磷酸二氢铵肥的载体,并将其与脲醛树脂和镁盐按一定的比例添加混合、压片固化制成膨润土载体缓释氮磷复合肥。通过水中溶出率法和沙柱淋溶法综合考察了镁盐类型及镁盐用量对缓释肥料养分释放性能的影响,发现其缓释性能随镁盐添加量的增大而增加,5%的MgCl_2和15%的MgCO_3作为缓释肥的添加成分效果最优,但当MgCl_2,MgCO_3两种镁盐用量进一步增加后缓释效果不显著。研究表明载体肥料在添加镁盐后,Mg~(2+)在蒙脱石以及磷酸盐之间形成了磷酸镁铵化合物,即鸟粪石,提升了肥料的缓释效果。     

两种接触氧化填料处理洗涤剂废水的比较

以某日化企业在生产过程中产生的洗涤剂废水为处理对象,以接触氧化法为核心工艺,比较了悬挂式组合填料和移动床生物膜反应器(MBBR)悬浮填料对洗涤剂废水的处理效果。实验结果表明:悬挂式组合填料和MBBR悬浮填料的挂膜启动时间分别为13,25 d;当悬挂式组合填料反应器的DO为4.0 mg/L时,COD和LAS的去除率分别为84.33%和89.06%;当MBBR悬浮填料反应器的DO为3.0 mg/L时,COD和LAS的去除率分别为82.54%和90.31%;当MBBR悬浮填料反应器的COD容积负荷为0.5~1.3 kg/(m3·d)时,平均COD去除率为83.91%,继续增大COD容积负荷,COD去除率仍能保持在80%以上;MBBR悬浮填料在COD的高效降解及高浓度有机废水的处理方面优于悬挂式组合填料。     

复合生物曝气工艺处理化纤生产废水

仪征化纤股份有限公司所排生产废水中以乙二醇和对苯二甲酸等有机物为主,有机负荷变化较大。复合生物曝气工艺是将传统的活性污泥法与生物膜法有机结合的高效废水处理工艺。即在普通活性污泥工艺的曝气池中投加各种能提供微生物附着生长表面的载体,利用载体容易截留和附着生物量大的特点,使曝气池中同时存在附着相和悬浮相生物,充分发挥两者的优越性,使之扬长避短,相互补充。由于该工艺兼有活性污泥和生物膜法的工艺特点,反应系统中厌氧和兼性厌氧菌的比例较高,生物膜中丝状微生物的数量和种类较多,且食物链稳定。     

单丝滤布优选及悬浮物特性对其过滤性能的影响

根据国标测定单丝滤布的孔径、过水通量及透水阻力,从而优选出过滤性能最优的滤布。探究了悬浮物粒径、浓度及比表面积对单丝滤布过水通量的影响,并采用HERMIA模型分析了单丝滤布的堵塞机理。实验结果表明:悬浮物粒径越大单丝滤布过水通量的下降越明显,过滤后悬浮物中位粒径与滤布孔径的比值均在0.36～0.46;悬浮物的浓度越高、比表面积越小,在滤布表面的架桥作用越强,形成的滤饼层孔隙越小,滤布越容易被污染。     

Physico-chemical treatment of Merida landfill leachate for chemical oxygen demand reduction by coagulation.

In order to determine the optimal dosage and type of coagulant for the physico-chemical treatment of leachate from the sanitary landfill of Merida, Mexico, a total of 864 jar tests were performed. Four metallic coagulants (ferric chloride, ferric sulphate, aluminium polychloride and aluminium sulphate) with doses ranging between 50 and 300 mg L(-1) and two polyelectrolytes (high-density anionic and cationic reagents) with doses from 2 to 12 mg L(-1) were tested. Neither an adequate type of coagulant nor an optimal dose could be found. The removal of contaminants was measured as total and dissolved chemical oxygen demand (COD). Soluble COD removal efficiencies were low, from 0 to 47%, with a 4% average value only. These low values of organic material removal were attributed to the particular characteristics of the Merida landfill leachate (low suspended solids concentration), so even with sweep-floc coagulation (300 mg L(-1) dose) only low COD removal efficiencies were obtained. A study of the suspended particle size distribution of the leachate was conducted in order to explain the poor performance. The particle size distribution ranged from 0.375 to 948.2 microm, with an average value of 22.97 microm. In a second step the optimal pH for physico-chemical treatment of these leachates was determined. Finally a greater than 90% removal of organic material, measured as suspended COD, was obtained at pH 2, which was considered as the optimal value.     

Wildfire Effects on the Quantity and Composition of Suspended and Gravel-Stored Sediments

In August of 2003 a severe wildfire burnt the majority of Fishtrap Creek, a 170 km² catchment in central British Columbia, Canada. The objective of this study was to determine the short-term (15-month) influence of the wildfire on the amount and composition of fine sediment delivery and retention in the system and to compare it to a similar unburnt catchment. In the spring of 2004 automatic water samplers were installed at a gauging site on Fishtrap Creek to collect suspended sediments from the snowmelt runoff and gravel traps were deployed on the channel bed surface to collect composite samples of suspended fine sediment. Jamieson, the reference creek, exhibits similar geology and pre-burn vegetation and was sampled in the same manner for comparison. Composite suspended sediment collected in the traps was removed from the streams in mid-summer and early September. Quantitative estimates of the amount and particle size structure of the naturally stored fine sediment in, and on, the gravel creekbed were obtained in pre-melt, mid and late-summer conditions. Estimates of suspended sediment yields indicated that while the burnt system delivered 66% more material per unit area, the total seasonal suspended sediment yield was low (855 kg km⁻²) compared to other fire-disturbed systems. While the burnt catchment was primed to deliver sediment, the hydrologic drivers were not of sufficient magnitude to generate a substantial response, suggesting that in this first post-fire year the system was transport-limited, not supply-limited. Differences were noted in the spatial and seasonal composition of the <500 more OM% composite suspended sedimentswith the burnt catchment having significantly (P≤0.05) more OM%. Seasonally a significant increase of OM% in late summer samples was associated with instream biofilms and possible delivery of black carbon. The system’s post-fire response was not geomorphically substantial but significant biological differences were noted in the short-term.     

Influence of landfill leachate suspended solids on clog (biorock) formation

Laboratory column tests were performed to evaluate the role of leachate-suspended-solids in clogging a granular material permeated with Keele Valley Landfill leachate. The development of the clog material was a result of biological, chemical, and physical processes occurring within the column. The increase in volatile solids, which contributed to clog development over time, was primarily due to the retention of volatile suspended solids and growth of a biofilm capable of removing acetate, propionate, and butyrate from the leachate. Acetate fermentation was primarily responsible for precipitation of calcium within the column. The precipitated calcium and retention of inorganic suspended solids contributed to the increase in clog inorganic solids. Over the duration of the experiment, 3.7 times more calcium was precipitated in the column (due to acid fermentation) than was retained with inorganic suspended solids. Clogging resulted in a greater than 60% reduction in drainable porosity and a six-order magnitude decrease in hydraulic conductivity. The potential practical implications with respect to pipe cleaning and leachate recirculation were discussed.     

Performance and suitability of a landfill bioreactor with low cost biofilm contained clay-waste polyethylene-clay composite liner system for tropical climates of Asian countries

The objective of the study was to develop a low cost and environmentally friendly liner system for a landfill bioreactor to harness energy from waste. The landfill bioreactor test cell was constructed and evaluated for performance under dry tropical conditions of Sri Lanka. The research was carried out from March 2009 to September 2010. The clay-waste polyethylene-clay composite liner system was developed and permeability was tested. The permeability values of the liner under both saturated and unsaturated conditions at the high estimated hydraulic head of 86.2 cm were in between 6.3 × 10⁻⁸ and 2.6 × 10⁻⁸ cm/s. The permeability of the liner under waste filled condition varied between 2.17 × 10⁻⁹ and 8.15 × 10⁻⁹ cm/s, which satisfies the standard permeability value. Thus, the results were below the minimum requirement at very high estimated leachate head. After loading the test cell, leachate and permeate characteristics were analyzed for 273 days, from January 2010 to September 2010. The study showed the relationships among various parameters including pH, electrical permeability, chemical oxygen demand, biological oxygen demand, ammonia, nitrate, phosphate, total solids, volatile solids, total suspended solids and volatile suspended solids. The results of the analysis indicated that there are significant differences in the values of leachate and permeate parameters. The permeate parameters had values very much lower than those of leachate. It reveals that the clay-waste polyethylene-clay composite liner system reduced the concentration of these parameters when the leachate passed through the liner. The biofilm formed in waste polyethylene within the liner may have degraded most of organic materials found in the leachate when it passed through the liner. Therefore, the clay-waste polyethylene-clay composite liner system can be applied for full scale landfill bioreactors, particularly for Asian developing countries, due to better performance and more environmentally friendly characteristics.     

分子筛生产废水中悬浮物的絮凝与回用

对分子筛生产废水进行了絮凝沉降分离试验，确定了絮凝剂、助凝剂及絮凝敢分离条件。试验结果表明，絮凝沉降所得到的絮凝物料的化学组成、结构、性能与絮凝前原废水中的悬浮物基本一致，可返回原生产工序中使用。     

The use of alum, ferric chloride and ferrous sulphate as coagulants in removing suspended solids, colour and COD from semi-aerobic landfill leachate at controlled pH.

Suspended solids, colour and chemical oxygen demand (COD) are among the main pollutants in landfill leachate. Application of physical or biological processes alone is normally not sufficient to remove these constituents, especially for leachate with a lower biochemical oxygen demand (BOD)/ COD ratio. The main objective of this research was to investigate the efficiency of coagulation and flocculation processes for removing suspended solids, colour and COD from leachate produced in a semi-aerobic landfill in Penang, Malaysia. A 12-month characterization study of the leachate indicated that it had a mean annual BOD/COD ratio of 0.15 and was partially stabilized, with little further biological degradation likely to occur. Particle size analysis of the raw leachate indicated that its 50th percentile (d50) was 11.68 microm. Three types of coagulants were examined in bench scale jar test studies: aluminium sulphate (alum), ferric chloride (FeCl3) and ferrous sulphate (FeSO4). The effects of agitation speed, settling time, pH, coagulant dosages and temperature were examined. At 300 rpm of rapid mixing, 50 rpm of slow mixing, and 60 min settling time, higher removals of suspended solids (over 95%), colour (90%) and COD (43%) were achieved at pH 4 and 12. FeCl3 was found to be superior to other coagulants tested. At pH 4 and 12, fair removal of suspended solids was observed at a reasonably low coagulant dose, i.e., 600 mg L(-1); hHowever, about 2500 mg L(-1) of coagulant was required to achieve good removals at pH 6. Better removals were achieved at higher temperature. The d50 of sludge after coagulation at pH 4 with a 2500 mg L(-1) FeCl3 dose was 60.16 microm, which indicated that the particles had been removed effectively from the leachate. The results indicate that coagulation and flocculation processes can be used effectively in integrated semi-aerobic leachate treatment systems, especially for removing suspended solids, colour and COD.     

催化臭氧氧化—好氧生化—膜分离组合工艺处理砷化镓生产废水的工程应用

为了解决砷化镓生产废水含有磷酸盐、氟化物、砷化物以及难沉降亚微米级悬浮物的处理难点,首先采用催化臭氧氧化—好氧生化深度预处理废水,再采用RO膜分离工艺进行处理。结果表明：催化臭氧氧化法使废水中亚微米级悬浮物脱稳,有利于悬浮物的混凝沉降,并优化了膜分离阶段的分离环境,可延长膜使用寿命,降低运行成本;经过膜分离后,出水砷质量浓度为0.01 mg/L,氟质量浓度为1.0 mg/L,COD、TP、TN和ρ（NH₃-N）为10,0.01,0.50,0.50 mg/L,均达到《地表水环境质量标准》（GB3838—2002）Ⅲ类水质标准。