集约化蛋鸡场鸡粪混合液资源化无害化处理

本研究采用离心分离法、高温好氧发酵法和中温厌氧发酵对鸡粪混合液进行资源化、无害化综合处理。实验结果:鸡粪回收率53.0%～91.8%;发酵后,鸡粪含水率31%～44%;废水厌氧处理的体积负荷12.14kg·COD_(cr)/m~3·d;产沼比0.52m~3/kg·COD_(cr);甲烷含量>70%。通过综合处理,COD_cr)、BOD_5的总去除率均大于90%。实验表明,本工艺具有投资少、能耗低、费用省和效益比较明显等优点。     

Sequential (anaerobic/aerobic) biological treatment of Dalaman SEKA Pulp and Paper Industry effluent

In the pulp and paper industry, lignin and other color compounds are removed by chemical agents in bleaching process. Use of chlorine-based agents results in production of degradation products which include various chloro-organic derivatives. Since these new compounds are highly chlorinated, they cause a problem in the treatment of pulp and paper industry wastewaters. Chemical precipitation, lagooning, activated sludge, and anaerobic treatment are the processes used for treating pulp and paper effluents. Furthermore, a combination of these processes is also applicable. In this study, the effluent of Dalaman SEKA Pulp and Paper Industry was examined for its toxic effects on anaerobic microorganisms by anaerobic toxicity assay. Additionally, this wastewater was applied to a sequential biotreatment process consisting of an upflow anaerobic sludge blanket as the anaerobic stage and a once-through completely mixed stirred tank as the aerobic stage. Results indicated that: (1) Dalaman SEKA Pulp and Paper Industry wastewater exerted no inhibitory effects on the anaerobic cultures under the studied conditions, and (2) application of a sequential biological (anaerobic/aerobic) system to treat the Dalaman SEKA Pulp and Paper Industry wastewater resulted in approximately 91% COD and 58% AOX removals at a HRT of 5 and 6.54 h for anaerobic and aerobic, respectively.     

Removal of sulfamethoxazole and trimethoprim from reclaimed water and the biodegradation mechanism

Sulfamethoxazole (SMX) and trimethoprim (TMP) are two critical sulfonamide antibiotics with enhanced persistency that are commonly found in wastewater treatment plants. Recently, more scholars have showed interests in how SMX and TMP antibiotics are biodegraded, which is seldom reported previously. Novel artificial composite soil treatment systems were designed to allow biodegradation to effectively remove adsorbed SMX and TMP from the surface of clay ceramsites. A synergy between sorption and biodegradation improves the removal of SMX and TMP. One highly efficient SMX and TMP degrading bacteria strain, Bacillus subtilis, was isolated from column reactors. In the removal process, this bacteria degrade SMX and TMP to NH ₄ ⁺ , and then further convert NH ₄ ⁺ to NO ₃ ^– in a continuous process. Microbial adaptation time was longer for SMX degradation than for TMP, and SMX was also able to be degraded in aerobic conditions. Importantly, the artificial composite soil treatment system is suitable for application in practical engineering.

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Effectiveness of aerobic pretreatment of municipal solid waste for accelerating biogas generation during simulated landfilling

Effect of aerobic pretreatment of MSW on landfill gas generation was investigated. Volatile solid (VS) loss of MSW is an effective and comparable indicator. Chinese MSW requires at least a reduction of VS about 27% (w/w) prior to disposal. Aerobic pretreatment of MSW reduced lag phase more than 90% before methanogenesis. Aerobic pretreatment degree influences quantity of gas generation. This study evaluates the effectiveness of aerobic pretreatment of municipal solid waste (MSW) on reducing lag phase and accelerating biogas generation. Aerobic pretreatment degree (APD) was determined on the basis of reduction in volatile solids (VS) on a wet weight basis. In this study, intermittent aeration (IA) was applied to three reactors as a main aeration mode; since a single reactor was operated under continuous aeration mode. However, the purpose of the experiment was to reduce VS content of waste, irrespective of the comparison between aeration modes. Fresh MSW was first pretreated aerobically with different aeration rates (10, 40, 60 and 85 L/min/m³) for the period of 30–50 days, resulting in VS-loss equivalent to 20%, 27%, 38% and 53% on w/w basis for the wastes A1, A2, A3 and A4, respectively. The cumulative biogas production, calculated based on the modified Gompertz model were 384, 195, 353, 215, and 114 L/kg VS for the wastes A0, A1, A2, A3 and A4, respectively. Untreated waste (A0) showed a long lag phase; whereas the lag phases of pretreated MSW were reduced by more than 90%. Aerobically pretreated wastes reached stable methanogenic phase within 41 days compared to 418 days for untreated waste. The waste mass decreased by about 8% to 27% compared to untreated MSW, indicative that even more MSW could be placed in the same landfill. The study confirmed the effectiveness of aerobic pretreatment of MSW prior to landfilling on reducing lag phase and accelerating biogas generation.     

NBIAS系统中的好氧反硝化

对NBIAS系统氮元素的变化进行跟踪测定，获得系统内各种含氮化合物的变化规律，并进一步核算反应前后系统内总氮的变化规律，证实了NBIAS系统内好氧反硝作用的存在。试验表明，好氧反硝化所脱除的氮占总氮脱除量的30％－40％左右，本文还对其产生机理作了初步探讨。     

好氧颗粒污泥稳定性影响因素分析

在内循环气升式间歇反应器对好氧颗粒污泥颗粒化过程进行了研究,从污泥负荷率和碳源特性分析了好氧颗粒污泥的稳定性。以蔗糖为碳源时,反应器在较低的曝气量下生长有大量的丝状真菌,而在较高的曝气量下有利于污泥形成表面光滑的颗粒,但当污泥负荷过低时,光滑的颗粒污泥表面开始迅速生长丝状真菌而导致颗粒污泥不稳定。试验表明以蔗糖为碳源物质形成好氧颗粒污泥速率快,但其操作条件难控制,容易引起丝状真菌的大量生长;以乙酸钠为碳源物质,形成颗粒污泥速度慢,污泥颗粒化程度不高;而以蔗糖与乙酸钠为混合型碳源进行好氧颗粒污泥的培养证明了形成的好氧颗粒污泥表面光滑,没有丝状菌的存在,并且颗粒污泥易于稳定运行。     

亚热带地区组合氧化塘的研究

本文研究了亚热带地区升流式厌氧塘与水生植物兼性塘、好氧塘串连组合处理生活污水的运行规律,获得了该组合工艺的设计参数;推导出可供设计用的经验方程式;不推荐用好氧塘作为二级处理出水的深度处理。      

Field and laboratory studies of the fate and enantiomeric enrichment of venlafaxine and O-desmethylvenlafaxine under aerobic and anaerobic conditions

The stereoselectivity of R,S-venlafaxine and its metabolites R,S-O-desmethylvenlafaxine, N-desmethylvenlafaxine, O,N-didesmethylvenlafaxine, N,N-didesmethylvenlafaxine and tridesmethylvenlafaxine was studied in three processes: (i) anaerobic and aerobic laboratory scale tests; (ii) six wastewater treatment plants (WWTPs) operating under different conditions; and (iii) a variety of wastewater treatments including conventional activated sludge, natural attenuation along a receiving river stream and storage in operational and seasonal reservoirs. In the laboratory and field studies, the degradation of the venlafaxine yielded O-desmethylvenalfaxine as the dominant metabolite under aerobic and anaerobic conditions. Venlafaxine was almost exclusively converted to O-desmethylvenlafaxine under anaerobic conditions, but only a fraction of the drug was transformed to O-desmethylvenlafaxine under aerobic conditions. Degradation of venlafaxine involved only small stereoisomeric selectivity. In contrast, the degradation of O-desmethylvenlafaxine yielded remarkable S to R enrichment under aerobic conditions but none under anaerobic conditions. Determination of venlafaxine and its metabolites in the WWTPs agreed well with the stereoselectivity observed in the laboratory studies. Our results suggest that the levels of the drug and its metabolites and the stereoisomeric enrichment of the metabolite and its parent drug can be used for source tracking and for discrimination between domestic and nondomestic wastewater pollution. This was indeed demonstrated in the investigations carried out at the Jerusalem WWTP.     

好氧颗粒污泥技术

好氧颗粒污泥技术是近几年来发展起来的废水处理技术,它能有效地去除废水中的有机物、COD、氨氮、难降解的有毒有机物、硫磷、重金属离子等。本文根据国内外对其的最新研究成果对好氧颗粒污泥的特性、形成的主要影响因素以及除污功能进行了阐述。     

降解多氯联苯的微生物特性研究进展

综述了多氯联苯（ＰＣＢｓ）需氧降解，包括共代谢的需氧微生物，需氧降解途径和微生物降解环境中持久存在的阿罗克尔（Ａｒｏｃｌｏｒ）商业混合物的特性等；厌氧还原脱氯包括淡水和港湾沉积物中厌氧微生物降解ＰＣＢｓ的特性以及一些脱氯方式（过程）和还原脱氯过程的促进发法。