锰砂和沸石生物滤料处理地下水中铁锰的效果研究

生物法处理含铁锰超标地下水具有工艺简单、出水水质稳定、成本低、二次污染少等优点。该文在秋冬季和春夏季考察了锰砂、沸石滤料处理模拟地下水中铁锰的效果及可行性。实验结果表明: 在秋冬季, 锰砂和沸石滤料对铁的去除率为85%-99%, 除铁效果好于除锰, 锰砂滤料除锰效果好于沸石滤料; 在春夏季, 在试验装置重启后的前期, 锰砂及沸石滤料除铁效果开始转好; 在调控运行的后期, 两种滤料对锰的去除效果均值为90%; 整体而言, 锰砂滤料对铁锰去除效果要好于沸石滤料。     

强化生物除磷系统主要微生物及其代谢机理研究进展

强化生物除磷(enhanced biological phosphorus removal,EBPR)工艺在废水除磷处理中应用广泛.主要功能微生物及其代谢机理的研究是有效调控EBPR工艺稳定运行与效能提升的基础.本文选取EBPR系统中最主要的两类微生物(聚磷菌和聚糖菌),从底物吸收机制、糖酵解途径、TCA途径的贡献以及聚磷菌和聚糖菌的代谢相似性等方面对这些微生物的代谢机理进行综述,评价了分子生物学技术在研究EBPR系统微生物学及其代谢机理方面的应用现状,在此基础上对EBPR系统今后的研究方向进行了展望.
     

活性无烟煤/滤砂双滤料处理微污染原水

将原普通砂滤池改造为活性无烟煤/滤砂双滤料滤池,当挂膜完成后,进入稳定运行期后活性无烟煤/滤砂双滤料滤池可削减氨氮约2.0～3.50mg/L,对CODMn的去除率为50%～60%,均远高于原普通砂滤池,实践证明,生物活性无烟煤滤池是处理氨氮4.0mg/L以下,CODMn(1.40～5.28mg/L)微污染原水的经济性选择。     

传统厌氧/好氧生物除磷与厌氧/缺氧反硝化除磷效能的比较

采用序批式反应器(SBR),对比厌氧/好氧(A/O)和厌氧/缺氧(A/A)2种运行模式对模拟生活和工业混合污水同时脱氮除磷的效能。结果表明:反硝化聚磷菌完全可以在厌氧/缺氧交替运行条件下得到富集,稳定运行的2种模式对有机物和P的去除率分别保持在90%和85%以上,且A/A SBR具有更强的释磷能力,其释磷量比A/O SBR高出1.2倍。进一步试验表明:磷的释放在有无硝酸盐的情况下效果是不同的。2个系统内污泥均有反硝化除磷能力,A/A SBR中所含反硝化聚磷菌(DPAO)的比例是A/O SBR的4.56倍。2种模式出水水质都能取得较好的效果,且能实现同步除磷脱氮,而反硝化除磷在生物除磷方面更具优势。     

反硝化除磷戈登氏菌属的富集及其菌剂制备

【背景】投加微生物菌剂是强化生物处理效能的重要手段,反硝化是污水脱氮除磷的关键步骤,但目前对于反硝化微生物菌剂相关的研究报道较少。【目的】驯化高效反硝化聚磷菌菌剂,并对系统进行生物强化。【方法】采用两阶段法快速富集反硝化聚磷菌,筛选高效脱氮除磷功能菌株NC1-1并进行鉴定,以NC1-1为菌种来源制备干粉菌剂,研究菌剂强化A²SBR系统污水处理效果。【结果】历经36 d后反硝化聚磷菌富集成功,菌株NC1-1经鉴定属于戈登氏菌属,其脱氮除磷率分别为89.46%和91.68%。麦麸、玉米粉配比为85%:15%、NC1-1投菌量为20 mL、发酵液用量20 mL的条件下成功制得干粉菌剂,干粉菌剂最佳投加量为10%的A²SBR系统总磷（total phosphorus,TP）和NO₃^--N去除率比未投加菌剂的A²SBR系统提高12.06%和11.52%。【结论】菌剂NC1-1的投加使A²SBR系统的污染物去除效能进一步提高,研究结果为进一步研究反硝化聚磷菌菌剂提供了...     

青枯雷尔氏菌拮抗菌黑曲霉xj的ARTP诱变选育

[目的]为了提高黑曲霉(Aspergillus niger xj)对青枯雷尔氏菌的拮抗活性.[方法]首先采用常压室温等离子体诱变技术对黑曲霉xj菌株进行诱变处理,然后以青枯雷尔氏菌作为指示菌,通过琼脂柱法和滤纸片法筛选正突变株,并对正突变株遗传稳定性进行研究,最后通过二倍稀释法测定其最小抑菌浓度.[结果] ARTP诱变...     

基于好氧反硝化及反硝化聚磷菌强化的低温低碳氮比生活污水生物处理中试研究

【背景】低碳氮比生活污水很难达标处理,多级A/O工艺、生物强化技术及生物膜技术的有机结合可有效解决这一问题。【目的】开发出一种泥膜共生多级A/O工艺并进行中试研究,驯化出高效脱氮除磷菌剂并对系统进行生物强化。【方法】通过测定中试设备出水及污水处理厂出水化学需氧量(Chemical oxygen demand,COD)、氨氮(NH_4~+-N)、硝氮(NO_3~--N)、总氮(Total nitrogen,TN)、总磷(Total phosphorus,TP)对比分析两种工艺的污染物去除效能,利用高通量测序技术对比生物强化技术对系统微生物群落结构的影响。【结果】中试设备对COD、NH_4~+-N、NO_3~--N、TN、TP的去除效果均优于污水处理厂的处理工艺;驯化的低温好氧反硝化菌TN去除率最大值可达84.21%,驯化的低温反硝化聚磷菌群对磷的去除率最高可达85.75%;利用驯化菌群对中试设备进行生物强化后较好地改善了系统NH_4~+-N、NO_3~--N、TN、TP的去除效果;经生物强化后,具有好氧反硝化和反硝化聚磷功能的Pseudomonas菌群明显增多。【结论】泥膜共生多级A/O工艺对于低碳氮比生活污水的处理具有很好的效果,利用生物强化技术可有效提高低温条件下系统污染物去除效能。     

北京城市排水集团污水生物处理技术发展目标

由于系统中各种微生物群落之间的竞争存在着复杂的相互作用,生物脱氮除磷工艺在运行过程中存在着碳源竞争和泥龄冲突两大问题,造成大部分污水处理厂的脱氮除磷效果不稳定。为此,国际上提出了短程硝化反硝化、厌氧氨氧化、反硝化除磷等技术来节约碳源,或者通过污泥的水解酸化来增加碳源。全国的二级处理主要是采用活性污泥生物技术,     

CP7抗菌蛋白对嗜水气单胞菌的抑杀作用机理

[目的]研究多粘类芽孢杆菌(Paenibacillus polymyxa) CP7菌株的抗菌蛋白(CP7ACP)对嗜水气单胞菌的抑杀作用机理,为防治嗜水气单胞菌引起的鱼病提供新的潜在天然药物.[方法]采用抑菌试验、钼锑抗比色法和紫外光谱法研究其对嗜水气单胞菌S12菌株生长、磷泄漏和生物大分子的影响,并利用扫描电镜和透射电镜观察了嗜水气单胞菌细胞结构遭受的破坏作用.[结果]CP7ACP对嗜水气单胞菌的抑菌圈直径约8.1 mm,最小抑菌浓度(MIC)与最小杀菌浓度(MBC)分别为原液浓度的1/8和1/4;嗜水气单胞菌受CP7ACP处理后,电镜观察发现其细胞壁、细胞膜、细胞器以及菌体均受到不同程度的破坏,胞内的生物大分子和磷泄漏明显,基因组DNA发生增色效应.[结论]CP7ACP抑制嗜水气单胞菌生长,可用于防治嗜水气单胞菌引起的鱼病.     

紫色红曲霉Mp-21次级代谢产物抗氧化及抑制α-葡萄糖苷酶活性的研究

[目的]紫色红曲霉(Monascuspurpureus)Mp-21次级代谢产物的分离纯化与生物活性研究.[方法]综合运用硅胶柱、反相C18柱和Sephadex LH-20凝胶柱等柱色谱分离技术对紫色红曲霉Mp-21的次级代谢产物进行分离纯化,运用波谱学技术(核磁共振和高分辨质谱技术)鉴定化合物的结构.对鉴定的化合物进行...     

A kinetic analysis and experimental validation of an integrated system of anaerobic filter and biological aerated filter

An anaerobic/aerobic filter (AF/BAF) system was developed treating dairy wastewater. The influent was blended with recirculated effluent to allow for pre-denitrification in the AF followed by nitrification in the BAF. The recirculation ratio ranged 100-300%. The average chemical oxygen demand (COD) removal efficiency was 79.8-86.8% in the AF and the average total nitrogen removal efficiency was 50.5-80.8% in the AF/BAF system. Steady-state mass balances on the AF were used to analyze removal kinetics in the AF. The kinetic model values for effluent COD in the AF were overestimated as compared with experimental data. The integrated suspended and attached biomass growth rates in the AF were estimated. The specific growth rate of the integrated biomass at each recirculation ratios was 0.6213, 0.6647, and 1.20831/day, respectively. The increase in specific growth rate corresponded to increases in biomass sloughing as the recirculation ratio increased.     

Mn2+对A/O-BAF系统处理效能和细菌群落多样性的影响

【目的】通过考察Mn²⁺对A/O-BAF系统处理效能及微生物群落多样性的影响,研究了15℃下不同浓度Mn²⁺对A/O-BAF系统处理效能的影响,并通过高通量测序考察了细菌群落多样性的变化情况。【方法】在温度15°C、水力负荷0.50 m³/(m²·h)、气水比10:1的条件下,在进水中投加Mn²⁺,考察反应器处理效能的变化情况,并通过高通量测序对BAF生物膜样品进行分析。【结果】2.0 mg/L Mn²⁺作用下A/O-BAF系统的COD、NH₄⁺-N、TN、TP去除率分别提高3.51%、2.21%、6.26%和12.13%;4.0 mg/L Mn²⁺作用下COD、NH₄⁺-N、TN、TP去除率分别提高了4.24%、1.92%、7.75%和10.73%;Mn²⁺作用下A/O-BAF系统内反硝化细菌和亚硝酸菌的数量明显增加,硝酸菌...     

Effect of sludge-fly ash ceramic particles (SFCP) on synthetic wastewater treatment in an A/O combined biological aerated filter

Novel media-sludge-fly ash ceramic particles (SFCP) employed in an upflow lab-scale A/O BAF were investigated for synthetic wastewater treatment. The influences of hydraulic retention time (HRT), air-liquid ratio (A/L) and recirculation on the removals of chemical oxygen demand (CODcr), ammonia (NH(4)(+)-N) and total nitrogen (TN) were discussed. The optimum operation conditions were obtained as HRT of 2.0 h, A/L of 15:1 and 200% recirculation. Under the optimal conditions, 90% CODcr, more than 98% NH(3)-N and approximately 70% TN were removed. The average consumed volumetric loading rates for CODcr, NH(4)(+)-N and TN with 200% recirculation were 4.06, 0.36 and 0.29 kg(m(3)d)(-1), respectively. The CODcr and TN removal mainly occurred in the anoxic zone, while nitrification was completed at the height of 70 cm from the inlet of the bottom due to a suitable column layout of biological aerated filter (BAF). The characteristics of wastewater and backwashing affected TN removal to a large degree. In addition, the features of media (SFCP) and synthetic wastewater contributed to a strong buffer capacity in the BAF system so that the effluent pH at different media height fluctuated slightly and was insensitive to recirculation.     

4种水生植物对富营养化水体氮磷去除效果的研究

以灯心草、水田芥、菹草和轮藻为试验对象,研究了其在两种不同程度富营养化水体中的生长状况及对水体中总氮(TN)、总磷(TP)、氨氮(NH4+-N)和化学耗氧量(COD)的净化效果。结果表明,在轻度富营养化水体中水田芥效果最好,培养20 d后的水田芥对总氮、总磷、氨氮和化学耗氧量的吸收率分别为75.28%、93.00%、76.35%和83.74%,其它3种水生植物对水体也都有较好的净化效果;在重度富营养化水体中灯心草效果最好,培养20天后的灯心草对总氮、总磷、氨氮和化学耗氧量的吸收率分别为89.30%、83.11%、83.41%和78.56%,但水田芥和轮藻的净化效果相对较差。     

4种不同生活型湿地植物对富营养化水体的净化效果

选择4种湿地植物菖蒲、香蒲、浮萍和金鱼藻,研究单一及组合湿地植物对高浓度污水(污水处理厂进水)、低浓度污水(污水处理厂出水)中营养物质的去除效果.结果表明: 水体中总氮(TN)、总磷(TP)、化学需氧量(COD)浓度呈现试验前期快速下降,后期缓慢下降的趋势,表明湿地植物能有效净化污水中的TN、TP、COD,但不同湿地植物及湿地植物组合的净化效果存在差异.多种湿地植物组合比单种湿地植物对TN的净化作用强,其中香蒲＋浮萍＋金鱼藻对TN的净化效果最佳;高浓度污水中,单种挺水植物对TP的净化效果较好,低浓度污水中,则是多种湿地植物组合对TP的去除率较高;高浓度污水中,湿地植物对COD的去除率为85.1%～96.0%,其中菖蒲、香蒲去除效果最佳,低浓度污水中,湿地植物对COD去除率为76.9%～94.8%,以菖蒲＋浮萍＋金鱼藻去除效果最好.总体看来,湿地植物对高浓度污水中TN、TP、COD的净化效果好于低浓度污水,两种水体的pH都得到改善.     

Simultaneous nitrification, denitrification, and phosphorus removal from nutrient-rich industrial wastewater using granular sludge

The biological removal of nitrogen and phosphorus from nutrient-rich abattoir wastewater using granular sludge has been investigated. A lab-scale sequencing batch reactor, seeded with granular sludge developed using synthetic wastewater, was operated for 13 months under alternating anaerobic and aerobic conditions. It is demonstrated that the granules could be sustained and indeed further developed with the use of abattoir wastewater. The organic, nitrogen, and phosphorus loading rates applied were 2.7 gCOD L(-1) day(-1), 0.43 gN L(-1) day(-1), and 0.06 gP L(-1) day(-1), respectively. The removal efficiency of soluble COD, soluble nitrogen and soluble phosphorus were 85%, 93%, and 89%, respectively. However, the high suspended solids in the effluent limited the overall removal efficiency to 68%, 86%, and 74% for total COD, TN, and TP, respectively. This good nutrient removal was achieved through the process known as simultaneous nitrification, denitrification, and phosphorus removal, likely facilitated by the presence of large anoxic zones in the center of the granules. The removal of nitrogen was likely via nitrite optimizing the use of the limited COD available in the wastewater. Accumulibacter spp. were found to be responsible for most of the denitrification, further reducing the COD requirement for nitrogen and phosphorus removal. Mineral precipitation was evaluated and was not found to significantly contribute to the overall nutrient removal. It is also shown that the minimum HRT in a granular sludge system is not governed by the sludge settleability, as is the case with floccular sludge systems, but likely by the limitations associated with the transfer of substrates in granules.     

多花黑麦草对啤酒废水净化功能的研究

1 引言 利用水生高等植物净化污水,国内外已有很多报道,1992年丁树荣等首先利用人工基质无土栽培多花黑麦草(Lolium multiflorum Lam.)净化缫丝废水获得成功,是利用陆生植物于高等水生植物净化塘中以净化有机污水的首例,并提出了解决在亚热带和温带冬季低温地区,利用高等水生植物净化污水时冬季不能有效运转难题的新途径,而作者于1987—     

煤渣-草炭基质垂直流人工湿地系统对城市污水的净化效果

垂直流人工湿地系统不但具有较高的水力负荷率(54—64cm.^-1),而且对有机物和N、P都具有较高的去除效果．其对化粪池出水中的COD、BOD5、NIA4^+-N和总P的去除率分别为76％--87％,88％--92％,75％--85％和77％--91％．处理出水中COD、BOD5、NH4^+-N和总P的平均浓度分别小于60、20、25和2．0mg.L^-1.植物种植试验结果表明,种植风车草可提高氨氮、总N和总P的去除率,分别为2％--3％、4％--6％、10％--14％．