不同填埋工艺对填埋气产生动态变化的影响

依据厌氧、准好氧填埋原理构建了填埋试验装置,对准好氧填埋CH₄、O₂浓度的动态变化进行了监测,并与厌氧填埋结构CH₄的浓度变化进行了比较.结果表明,准好氧填埋方式下、厌氧填埋方式下CH₄的平均浓度变化范围分别为7%～13%、35%～50%;准好氧填埋结构有利于减少CH₄气体的产生;CH₄浓度在准好氧填埋、厌氧填埋方式下都表现出明显的空间层次效应,呈现出下层>中层>上层的规律性;准好氧填埋结构的O₂浓度呈现上层>中层>下层的规律性.     

准好氧填埋场的温度空间变异性

利用半变异函数, 对准好氧填埋装置中温度的空间变异特性进行了研究,并对装置内部温度进行了Kriging（克里格法）插值,得到纵剖面的等温线图.对不同理论模型进行优化拟合结果表明,剖面上温度半变异函数用线性有基台值模型拟合, 效果最好.得到的理论模型参数为：变程3.5 m,基台值83.6.利用克里格法进行最优内插估值得到的温度等温线表明,高温区域一般位于填埋体中段4～16 m的3 m以上部分,低温区域一般位于填埋体两端及中段1 m以下部分.可在高温区加大通风散热效果, 以降低过高的温度; 在低温区改善好氧环境, 增大氧气含量, 从而提高温度.对剖面上温度进行加权平均后,得到的准好氧填埋堆体的温度为59.8 ℃.这一温度可作为准好氧填埋结构基本形成的参考值.     

卫生填埋汤渗滤液及其处理研究

卫生填埋被认为可能是最简便，最经济的城市固体废物处理方式并被世界上越来越多的国家的推广，然而其渗滤液对周围环境的污染也成分全球范围内所普遍面临的难题，简要介绍垃圾填埋汤渗滤液产生的原因，渗滤液的主要成分及其生态影响，并对各国学者陆续开展的渗滤液处理方法的研究作了详细描述。     

五年填埋龄准好氧和厌氧填埋体及陈垃圾的理化特性

研究了5年填埋龄准好氧和厌氧填埋体的沉降量、温度和填埋气产生特性,并分析了填埋处理陈腐垃圾的理化性质.结果表明：5年填埋龄准好氧填埋体的表面沉降量和减容率均显著高于厌氧填埋体,同时渗滤液回灌比清水回灌更容易引起垃圾填埋体表面的不均匀沉降.厌氧填埋体的平均温度（25.6 ℃）略高于准好氧填埋体（24.8 ℃）,但差异不显著.准好氧填埋体不同时期的O₂浓度分别高于厌氧填埋体,而CH₄浓度则显著低于厌氧填埋体.5年填埋龄准好氧和厌氧填埋体陈垃圾中厨余物和纸类等易降解有机物含量显著降低,塑料、玻璃、砖瓦和竹木等含量则升高.其中,陈垃圾中有机质与营养元素含量均高于典型南方土壤;除厌氧填埋体陈垃圾中Cr含量超标外,其余重金属含量均未超出《土壤环境质量标准（GB 15618—1995）》的三级标准要求.     

鼓风对城市污泥好氧堆肥温度变化的影响

采用强制通风静态垛和温度反馈自动测控堆肥工艺,研究了鼓风过程对城市污泥好氧堆肥温度的影响。当城市污泥和调理剂比例为1：1时（体积比）,处于鼓风口远端（风向远点）各个层次的堆体温度基本上不会随鼓风过程而变化,处于鼓风方向中部（风向中点）、鼓风口近端（风向近点）的堆体,其中层、上层的温度将会下降,平均下降速度分别为0.05℃/min、0.04℃/min,但是温度下降的速率在整个鼓风过程中并不均匀,温度下降速度在0－10min较快,在10－40min较慢;当混合堆料中调理剂含量较低时（3：2）,堆体上层温度在鼓风过程中将会上升,上升速率约为0.022-0.05℃/min,中层温度下降,在鼓风开始阶段（0－10min）,下降速率较快,约为0.12℃/min,随后变化速率较小,约为0.01℃/min。对于不同调理剂比例的堆体,处于风向远点、中点的下层温度基本不受鼓风作用的影响;处于风向近点的堆体,其下层温度会随着鼓风过程而下降,平均下降速率约为0.025-0.03℃/min。     

城市污泥好氧发酵菌种放线菌的初步筛选

目的：微生物好氧发酵处理城市污泥是解决我国大中城市污水厂污泥的一种切实可行的方法,放线菌在其中起关键作用,该研究尝试分离筛选降解污泥的放线菌。方法：采用菌种分离方法,淀粉、蛋白质、纤维素水解实验进行进一步筛选。结果：从城市污泥中筛选到8个放线菌菌株。这些菌株对淀粉、蛋白质和纤维素都有一定的水解能力,其中A1和A7菌株分解淀粉和蛋白质的能力都比较强,淀粉水解实验的透明圈Up值分别为9．0和11．1,明胶液化程度也最高。A7和A8菌株分解纤维素的能力较强,透明圈Up值均为4．0。结论：A1、A7和A8菌株可以应用于城市污泥的好氧发酵。     

好氧反硝化菌

<正>养殖水体氮素污染问题是目前困扰我国水产养殖业可持续发展的一大难题。生物脱氮技术被认为是目前最具发展前景的水体脱氮技术,其效果的优劣与所采用菌株的特性密切相关。传统反硝化细菌仅能在厌氧及低氧条件下发挥脱氮作用,与养殖水体的高溶氧环境矛盾,而好氧反硝化细菌则可在高溶氧环境中发挥脱氮作用,显著提高生物脱氮技术在养殖水体中的应用效果,实现养殖水体的绿色、零污染脱氮。因而,对好氧反硝化细菌开展高效选育方法的研究,找到可适应养殖水体水环境的微生物菌株具有重要的理论价值和经济价值。     

一株好氧反硝化菌的分离及特性研究

从土壤中分离得到一株好氧反硝化细菌CY1, 该菌株在厌氧和好氧条件下均具有反硝化能力。硝酸盐氮初始浓度为137.25 mg/L, 30 h内硝酸盐氮去除率分别为99.98%(厌氧)和60.16%(好氧)。通过形态学特征、生理生化特性及16S rDNA同源性比较对菌株CY1进行鉴定, 初步判断CY1为泛养副球菌(Paracoccus pantotrophus)。     

城市污泥好氧堆肥过程中积温规律的探讨

对城市污泥好氧堆肥稳定化过程的温热条件进行了探讨 ,将物候学中的积温概念应用于堆肥稳定化 (腐熟 )过程。它同时兼顾到堆肥过程中的温度强度和持续时间两个参数。对于采用的强制通风静态垛堆肥工艺 ( CTB自动控制堆肥工艺 ) ,建议以 1 5℃作为生物学零度 ,积温指标为 1 0 0 0 0℃· h左右。堆肥原料的性质、堆肥工艺、微生物种群、生物学零度、外界环境等因素可能会对积温产生一定影响     

好氧反硝化细菌的筛选及反硝化特性研究

目的：筛选好氧反硝化细菌,减少水体的亚硝态氮污染。方法：通过BTB平板初筛及反硝化培养基复筛得到目的菌,并探讨了不同溶解氧浓度、自然水体环境对该菌株反硝化作用的影响。结果：分离到1株高效的好氧反硝化细菌A1,该菌的反硝化作用主要发生在菌体的对数生长期,在溶解氧浓度为5mg/L时,对亚硝酸盐氮的降解率达到99％,在自然水体环境中当碳氮摩尔比为10：1时,对亚硝酸盐氮降解率达99％。结论：筛选到一株高效好氧反硝化细菌A1,将其应用于治理养殖水体的亚硝态氮污染有广阔的前景。     

Impact of leachate recirculation and recirculation volume on stabilization of municipal solid wastes in simulated anaerobic bioreactors

The effects of leachate recirculation and the recirculation rate on the anaerobic treatment of domestic solid waste was investigated in three simulated landfill anaerobic bioreactors. A single pass reactor was operated without leachate recirculation while the other two reactors were operated with leachate recirculation. The leachate recirculation rate was 9 l/day (13% of the reactor volume) in Reactor₉, while the recirculation rate was 21 l/day (30% of the reactor volume), in Reactor₂₁. pH, chemical oxygen demand (COD), volatile fatty acids (VFA), ammonium–nitrogen (NH₄–N) total and methane gas measurements in leachate samples were regularly monitored. After 220 days of anaerobic incubation, it was observed that the pH, COD, VFA concentrations, methane gas productions and methane percentages in Reactor₉ were better than the single pass reactor and Reactor₂₁. When the leachate recirculation rate was increased to three times a decrease in pH, and an increase in VFA and COD concentrations were observed in Reactor₂₁. The COD values were measured as 47 000, 39 000 and 52 000 mg/l while the VFA concentrations were 15 000, 13 000 and 21 000 mg/l, respectively, in single pass, Reactor₉ and Reactor₂₁ after 220 days of anaerobic incubation. The values of pH were 5.89, 6.44 and 6.16, respectively, after anaerobic incubation. The mean methane percentages of single pass reactor, Reactor₉ and Reactor₂₁ were 30, 50 and 40%, respectively, after 50 days of incubation. Leachate recirculation reduced the waste stabilization time and was effective in enhancing methane gas production and improving leachate. However, leachate recirculation was not effective in removing ammonia from the leachate. The amounts of COD recovered by methane were 62.9, 162.3 and 94.6 g for single pass, Reactor₉ and Reactor₂₁, respectively, at the end of 220 days of anaerobic incubation.     

Molecular phylogenetic diversity of bacteria associated with the leachate of a closed municipal solid waste landfill

A 16S rDNA-based molecular study was performed to determine the nature of the bacterial constituents of the leachate from a closed municipal solid waste landfill. Total community DNA was extracted and bacterial 16S rRNA genes were subsequently amplified and cloned. Recombinant rDNA clones in the library were randomly selected, and they were sequenced for a single run and then grouped. A total of 76 sequence types representing 138 randomly selected nonchimeric clones were identified. Full-length sequencing and phylogenetic analysis of the sequence types revealed that more than 90% of the screened clones were affiliated with low-G+C gram-positive bacteria (38.4%), Proteobacteria (35.5%), the Cytophaga Flexibacter Bacteroides group (11.6%), and Spirochaetes (5.1%). Minor portions were affiliated with Verrucomicrobia (2.9%), candidate division OP11 (2.2%), and the green nonsulfur bacteria, Cyanobacteria and the Deinococcus Thermus group (each <1.0%). Although some rDNA sequences clustered with genera or taxa that were classically identified within anaerobic treatment systems and expected with known functions, a substantial fraction of the clone sequences showed relatively low levels of similarity with any other reported rDNA sequences and thus were derived from unknown taxa. These results suggest that bacterial communities in landfill environment are far more complex than previously expected and remain largely unexplored.     

The assimilation of organic hazardous wastes by municipal solid waste landfills

Summary Co-disposal of 12 compounds representing major organic classes (aromatic hydrocarbons, halogenated hydrocarbons, pesticides, phenols, and phthalate esters) with shredded municipal solid waste was tested using a laboratory-scale column and pilot-scale lysimeter to characterize transport and transformation phenomena including sorption, volatilization and bioassimilation. Leachate and gases emitted from the lysimeters were examined for identifiable products of biotransformation. The results of this investigation provided a mechanistic evaluation of the attenuating and assimilative capacity of municipal solid waste landfills for specific organic compounds. Physical/chemical organic compound characteristics were related to refuse characteristics and composition to predict compound fate. Such knowledge is useful in developíng landfill management and operational strategies consistent with the need for control of pollutant releases.     

Cellulolytic activity in leachate during leach-bed anaerobic digestion of municipal solid waste

The degradation of municipal solid waste (MSW) under mesophilic conditions can be enhanced by exchanging leachate between fresh waste and stabilised waste. The optimum point in time when leachate from an anaerobically digesting waste bed can be used to initiate degradation of another waste bed might occur when the leachate of the digesting waste bed is highly active with cellulolytic and methanogenic bacteria. In this study, the cellulolytic activity of the leachate was measured using the cellulose-azure assay. As products of hydrolysis are soluble compounds, the rate of generation of these compounds was estimated based on a soluble chemical oxygen demand (SCOD) balance around the fresh waste bed. It was found that once the readily soluble material present in MSW was washed out there was very little generation of SCOD without the production of methane, indicating that flushing leachate from a stabilised waste bed resulted in a balanced inoculation of the fresh waste bed. With the onset of sustained methanogenesis, the rate of SCOD generation equalled the SCOD released from the digester as methane. The experimental findings also showed that cellulolytic activities of the leachate samples closely followed the trend of SCOD generation.     

生活垃圾堆肥淋洗液培植无土草皮的生态特征

以生活垃圾堆肥淋洗液培植无土草皮,结果表明,垃圾堆肥淋洗液中有机质、全氮、有效磷及其它营养元素含量显著高于对照土壤淋洗液,能够充分满足草坪植物生长需要。高浓度淋洗液使黑麦草和高羊茅种子萌发高峰期推迟出现,但不影响发芽率,到萌发第11天,种子发芽率分别达到94％和92％以上。对黑麦草而言,80％的淋洗液可显著提高植株高度、地上生物量和叶绿素含量;对高羊茅,60％的淋洗液则为最佳浓度。当淋洗液培植的无土草皮进行田间铺坪90d时,黑麦草和高羊茅草皮地上生物量分别达到5．38g／块和7．89g／块,并显著高于对照草皮（P〈0．05）,而地下生物量和根长差异不显著。垃圾堆肥淋洗液改变了黑麦草和高羊茅植株地上／地下生物量的分配格局,使其根冠比降低,其分别为4．60和3．71,并明显低于对照。从坪用性状上看,铺坪后垃圾堆肥淋洗液培养的草皮叶色深绿,质地柔软光滑,明显优于土壤淋洗液培养的对照草皮。     

Bioconversion of municipal solid waste to glucose for bio-ethanol production

Selected biodegradable municipal solid waste fractions were subjected to fifteen different pre-hydrolysis treatments to obtain the highest glucose yield for bio-ethanol production. Pre-hydrolysis treatments consisted of dilute acid (H₂SO₄, HNO₃ or HCl, 1 and 4%, 180 min, 60°C), steam treatment (121 and 134°C, 15 min), microwave treatment (700 W, 2 min) or a combination of two of them. Enzymatic hydrolysis was carried out with Trichoderma reesei and Trichoderma viride (10 and 60 FPU g⁻¹ substrate). Glucose yields were compared using a factorial experimental design. The highest glucose yield (72.80%) was obtained with a pre-hydrolysis treatment consisting of H₂SO₄ at 1% concentration, followed by steam treatment at 121°C, and enzymatic hydrolysis with Trichoderma viride at 60 FPU g⁻¹ substrate. The contribution of enzyme loading and acid concentration was significantly higher (49.39 and 47.70%, respectively), than the contribution of temperature during steam treatment (0.13%) to the glucose yield.     

Treatment of fresh leachate with high-strength organics and calcium from municipal solid waste incineration plant using UASB reactor

Treatment of a fresh leachate with high-strength organics and calcium from municipal solid waste (MSW) incineration plant by an up-flow anaerobic sludge blanket (UASB) reactor was investigated under mesophilic conditions, emphasizing the influence of organic loading rate (OLR). When the reactor was fed with the raw leachate (COD as high as 70,390-75,480 mg/L) at an OLR of 12.5 kg COD/(m³ d), up to ∼82.4% of COD was removed suggesting the feasibility of UASB process for treating fresh leachates from incineration plants. The ratio of volatile solids/total solids (VS/TS) of the anaerobic sludge in the UASB decreased significantly after a long-term operation due to the precipitation of calcium carbonate in the granules. Scanning electron microscopy (SEM) observation shows that Methanosaeta-like species were in abundance, accompanied by a variety of other species. The result was further confirmed by polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE) and sequencing.     

Comparison of aerobic and anaerobic degradation of municipal solid waste in bioreactor landfills

Two landfill bioreactors were operated under aerobic and anaerobic conditions in a thermo-insulated room at a constant temperature of 32 °C. Reactors were filled with 19.5 kg of shredded synthetic solid waste prepared according to the average municipal solid waste compositions determined in Istanbul and operated under wet-tomb management strategy by using leachate recirculation. Aerobic conditions in the reactor were developed by using an air compressor. The results of experiments indicated that aerobic reactor had higher organic, nitrogen, phosphorus and alkali metal removal efficiencies than the anaerobic one. Furthermore, stabilization time considerably decreased when using aerobic processes with leachate recirculation compared to the anaerobic system with the same recirculation scheme.