含油量对餐厨垃圾厌氧发酵的影响

在35℃条件下，研究了不同含油量（0％、1％、2％、3％、4％、5％）餐厨垃圾中温厌氧消化过程中日产气量、甲烷含量、总固体（TS）、挥发性固体（VS）、干物质产气率等的变化，为后续餐厨垃圾连续发酵的预处理提供参考。结果表明：5％含油量餐厨厌氧发酵周期最长，累计产气量最大，为5800mL。在消化过程中，沼气中甲烷含量先上升后下降，最高可达76％；于物质产气率随含油量增大而增大，依次为497．4、506．1、543．8、554．4、590．7和600．1mL／gTS；5％含油餐厨垃圾的TS和VS去除率最大，分别为34．4％和42．9％。     

污泥与餐厨垃圾联合厌氧发酵产氢余物产甲烷过程底物指标变化

将污泥与餐厨垃圾联合厌氧发酵产氢余物进一步产甲烷,产甲烷量比污泥与餐厨垃圾单独或直接联合厌氧发酵产甲烷大.研究污泥与餐厨垃圾联合厌氧发酵产氢余物产甲烷过程中产甲烷量与底物指标变化的关系,实验结果表明,整个消化过程中,累积产甲烷量为613 L,最大产气速率和产甲烷速率分别为2.12 L/(kg·d)和1.46 L/(kg·d),最大甲烷含量为72.5％,消化系统的pH在总挥发性脂肪酸(TVFA)以及氨氮、CO32-和HCO3-等碱度的共同作用下基本维持在适宜产甲烷的范围内,在不同的消化阶段,厌氧发酵产甲烷过程起主要作用的物质不同,先后顺序依次为糖类、蛋白质和TVFA,并且累积产甲烷量与COD、总糖、总蛋白质的显著相关性大小依次为:COD＞总糖＞总蛋白质,COD去除率高达79.54％.     

蔬菜与餐厨垃圾厌氧发酵启动阶段微生物分析

为了研究厌氧发酵启动阶段微生物菌群结构、数量变化情况与沼气产量的关系，分别对蔬菜废弃物和餐厨垃圾单一物料发酵进行分析，并测定pH值、挥发性脂肪酸（VFA）、氧化还原电位。结果表明，餐厨垃圾比蔬菜废弃物的启动时间长，但产气持久。蔬菜废弃物中细菌达峰值的时间早于餐厨垃圾，说明蔬菜废弃物中的有机质更利于微生物降解利用。两种原料中的微生物群落结构变化一致，启动阶段初期好氧和兼性厌氧细菌属优势菌，其中产酸菌增殖速率高于氨化细菌，是启动阶段降解有机质的主要菌群。随后厌氧细菌快速增殖，13增殖速率由不足20％增长到近100％并保持稳定。厌氧纤维素降解菌在启动阶段增殖较慢，原料中纤维素降解在厌氧发酵后期。原料液VFA中丁酸含量最多，最高浓度4．7mg／mL以上，占有机酸总量总量的46％以上，厌氧发酵类型为丁酸发酵型。     

水生植物酸碱预处理对厌氧发酵联产氢气-甲烷的影响

采用酸碱预处理乌梁素海典型沉水植物龙须眼子菜和挺水植物芦苇，通过厌氧发酵动力学分析、还原糖变化及微观结构解析，研究酸碱预处理对水生植物厌氧发酵联产氢气-甲烷的影响。实验结果表明，酸碱预处理后水生植物厌氧发酵联产氢气-甲烷两阶段累积产气量、氢气及甲烷含量均显著提高，酸处理效果优于碱处理。采用0．5mol／LHCl预处理龙须眼子菜效果最佳，最大氢气、甲烷含量分别达42．65％和52．82％，产氢气速率为4．118mL／h，产甲烷速率最高达14．199mL／h。芦苇经1mol／LHCl预处理效果最佳，最高氢气、甲烷含量分别为32．22％和65．26％。扫描电镜微观结构分析表明，酸碱预处理可显著破坏芦苇、龙须眼子菜的纤维素结构，有效增加植物与微生物接触面积，有利于厌氧发酵联产氢气-甲烷工艺的快速启动和稳定运行。     

温度对城市生活垃圾和厌氧颗粒污泥联合厌氧发酵的影响

针对无锡市垃圾填埋场堆体厌氧发酵所存在的产气率低、氨氮浓度高的问题,以无锡市生活垃圾为原料,在添加厌氧颗粒污泥的情况下,探讨了不同发酵温度下(25、35和45℃)对城市生活垃圾厌氧发酵过程中渗滤液的化学需氧量(COD)、氨氮、挥发性脂肪酸(VFA)、渗滤液产量和产甲烷量的影响。结果表明,25、35和45℃条件下氨氮的最终浓度分别为2 450、2 650和3 000 mg·L~(-1),COD的去除率分别为60.9%、85.2%和80.1%,最大产甲烷速率分别为67、552和397 mL·d~(-1),沼气中甲烷的平均体积分数分别为39.4%、66.9%和53.2%,累积产甲烷量分别为2 906、19 004和14 286mL。以上结果表明35℃条件在能够缩短发酵周期,提高甲烷产量的同时,还能在一定程度减小渗滤液氨氮浓度,有助于减轻后续渗滤液处理的压力。     

焚烧发电厂垃圾渗滤液与秸秆的中温厌氧消化

为探索秸秆与焚烧厂垃圾渗滤液混合厌氧消化的可行性,进行探索性实验.1L焚烧发电厂的垃圾渗滤液与37.56 g(有机负荷为30 g VS/L)破碎至1～2 cm的秸秆,在中温(35℃左右)厌氧条件下发酵.发现pH为5.0的渗滤液与未经生物、化学处理的秸秆可以进行混合厌氧消化.实验累积产气141 d,累积产气量达43 749 mL,最高产气量2 590 mL/d.生物气中CH4含量在50％以上,最高时可达70.89％.渗滤液消化前COD为70 472 mg/L;产气开始时,秸秆与渗滤液两相消化液COD为83 896 mg/L;产气基本停止时,消化液COD降至14 245 mg/L,COD去除率达到83.02％.本实验将秸秆纤维的转化利用以及渗滤液的厌氧发酵结合起来,提供了一种以废治废的治理思路,对寻找新的绿色能源具有一定的启发作用.     

初始pH值对泔脚发酵产氢余物甲烷化的强化研究

以城市生活垃圾厌氧消化污泥为接种物,考察了初始pH值为5、6、7和8时对泔脚发酵产氢余物中温(36℃)批式厌氧消化的影响。结果表明,当初始pH值低于7时,随着初始pH值的增大,产氢余物的产甲烷能力也随之增大;而当初始pH值高于7时,体系的产沼能力却受到了极大的抑制。结合Gompertz模型拟合结果,初始pH值为7为泔脚发酵产氢余物沼气化的最佳初始pH值,其沼气化的延迟时间λ、产甲烷率、生物气中甲烷的最高体积含量分别为:4.02 d,379.28 mL/g VS,82.2%。厌氧消化结束后,除初始pH值为5的以外,厌氧消化余物的pH值在6.8~6.9之间,这为沼气中甲烷的高体积含量(高于常规厌氧消化的最高甲烷体积含量75%)提供了证据。     

城市固废(生活垃圾)中甲烷排放量

我国城市生活垃圾，作为废弃物，在环境中已成为公害，加上废弃物中的有机物发酵分解，向大气扩散恶臭，排出甲烷等温室气体，因此，有必要调查、考察我国主要典型城市垃圾填埋场及处理厂等的概况，了解、掌握对来自生活垃圾中甲烷的排放量，尤为重要。通过对典型城市（４６个主要城市）生活垃圾清运量的统计、调研，及其垃圾中有机物种类和排放系数的初步确定，结合城市的人口数，初步确定按人口分担的排放量。本报告通过对４６个主要城市生活垃圾清运量及甲烷的排放量统计、调研，为今后进一步研究来自废弃物的甲烷排放，进行了初步的探索性研究；同时，为非工业源甲烷排放量进行了预测与评估，获得了初步的结果。     

渗滤液添加量对餐饮垃圾厌氧消化的影响机制

系统地研究了渗滤液添加量对于餐饮垃圾厌氧消化产气过程的影响,结果分析表明,餐饮垃圾与渗滤液联合厌氧消化,可以有效地缓解酸抑制现象,增强厌氧消化系统的稳定性,提高沼气产率。当餐饮垃圾负荷为40 g·L~(-1),渗滤液与水的比例为1.227∶1,将厌氧消化原液的氨氮调节至2 000 mg·L~(-1)时,厌氧消化效果最好。沼气产率可达到840 m L·g~(-1)(以TS计),甲烷产率可达到375 m L·g~(-1),累积沼气产量达到理论值的94.32%,累积甲烷产量达到理论值的74.77%。     

蓝藻与污泥混合厌氧发酵产沼气的初步研究

为了实现太湖蓝藻打捞后的快速处置，对厌氧颗粒污泥、消化污泥、剩余污泥与蓝藻混合厌氧发酵产沼气进行了研究。结果表明，蓝藻与污泥混合可以有效促进沼气发酵。在蓝藻与厌氧颗粒污泥物料比为6∶1时，产气效果最佳，沼气产率为73 mL/g VS，平均甲烷含量为69%，最大产气速率为138 mL/d，累计产甲烷量为50 mL CH₄/g干物质，分别是蓝藻与消化污泥、剩余污泥混合发酵时的1.5倍和2.3倍。厌氧颗粒污泥、消化污泥、剩余污泥与蓝藻混合，其VS降解率为11.40%～13.73 %，COD减少了27.97%～46.38%。厌氧发酵对蓝藻藻毒素的含量有较大影响，分别从356、366和244 μg/L降低到检测限5 μg/L 以下。     

Comparison of aerobic and anaerobic biotreatment of municipal solid waste

To increase the operating lifetime of landfills and to lower leachate treatment costs, an increasing number of municipal solid waste (MSW) landfills are being managed as either aerobic or anaerobic bioreactors. Landfill gas composition, respiration rates, and subsidence were measured for 400 days in 200-L tanks filled with fresh waste materials to compare the relative effectiveness of the two treatments. Tanks were prepared to provide the following conditions: (1) air injection and leachate recirculation (aerobic), (2) leachate recirculation (anaerobic), and (3) no treatment (anaerobic). Respiration tests on the aerobic wet tank showed a steady decrease in oxygen consumption rates from 1.3 mol/day at 20 days to 0.1 mol/day at 400 days. Aerobic wet tanks produced, on average, 6 mol of carbon dioxide (CO2)/kg of MSW as compared with anaerobic wet tanks, which produced 2.2 mol methane/kg of MSW and 2.0 mol CO2/kg methane. Over the test period, the aerobic tanks settled on average 35%, anaerobic tanks settled 21.7%, and the no-treatment tank settled 7.5%, equivalent to overall mass loss in the corresponding reactors. Aerobic tanks reduced stabilization time and produced negligible odor compared with anaerobic tanks, possibly because of the 2 orders of magnitude lower leachate ammonia levels in the aerobic tank. Both treatment regimes provide the opportunity for disposal and remediation of liquid waste.     

预处理对城市固体有机垃圾厌氧发酵的影响

对近年来城市固体有机垃圾厌氧消化的各种预处理技术和发展趋势进行了综合分析和评述.研究认为,通过预处理能够改善城市固体有机物的物化性质,提高微生物对难降解有机物的降解,优化垃圾的厌氧消化过程.     

Comparison of Aerobic and Anaerobic Biotreatment of Municipal Solid Waste

Abstract

To increase the operating lifetime of landfills and to lower leachate treatment costs, an increasing number of municipal solid waste (MSW) landfills are being managed as either aerobic or anaerobic bioreactors. Landfill gas composition, respiration rates, and subsidence were measured for 400 days in 200-L tanks filled with fresh waste materials to compare the relative effectiveness of the two treatments. Tanks were prepared to provide the following conditions: (1) air injection and leachate recirculation (aerobic), (2) leachate recirculation (anaerobic), and (3) no treatment (anaerobic). Respiration tests on the aerobic wet tank showed a steady decrease in oxygen consumption rates from 1.3 mol/day at 20 days to 0.1 mol/day at 400 days. Aerobic wet tanks produced, on average, 6 mol of carbon dioxide (CO₂)/kg of MSW as compared with anaerobic wet tanks, which produced 2.2 mol methane/kg of MSW and 2.0 mol CO₂/kg methane. Over the test period, the aerobic tanks settled on average 35%, anaerobic tanks settled 21.7%, and the no-treatment tank settled 7.5%, equivalent to overall mass loss in the corresponding reactors. Aerobic tanks reduced stabilization time and produced negligible odor compared with anaerobic tanks, possibly because of the 2 orders of magnitude lower leachate ammonia levels in the aerobic tank. Both treatment regimes provide the opportunity for disposal and remediation of liquid waste.     

西南地区某已封场非规范垃圾填埋场垃圾稳定化进程分析

以重庆某非规范填埋场为例,针对西南地区已封场非规范垃圾填埋场的稳定化进程进行了分析。按照场地布局选取4个采样点,在垃圾体上进行钻孔取样,分析不同深度的垃圾样pH值、有机质、含水率、生物可降解度以及垃圾样浸出液和填埋气组成以及各个指标随着填埋深度的变化规律,确定不同深度垃圾体的稳定化程度。结果表明,场内垃圾已呈现矿化垃圾特征;有机质、BDM、浸出液COD以及填埋气CH4含量等4个指标与填埋深度均较好地符合一级降解反应,可以预测垃圾体稳定化临界填埋深度。根据有机质、BDM、浸出液COD以及填埋气CH4含量等4个指标与填埋深度一级降解反应函数预测临界稳定化深度为15 m,与实测值判定的稳定化填埋深度相一致性。在对非规范垃圾填埋场场地利用过程中,需要先对未稳定的上层垃圾进行清理,并在已稳定的底层垃圾体上充填其他稳定介质后利用该地块。     

Life cycle and economic assessment of source-separated MSW collection with regard to greenhouse gas emissions: a case study in China

In China, the continuously increasing amount of municipal solid waste (MSW) has resulted in an urgent need for changing the current municipal solid waste management (MSWM) system based on mixed collection. A pilot program focusing on source-separated MSW collection was thus launched (2010) in Hangzhou, China, to lessen the related environmental loads. And greenhouse gas (GHG) emissions (Kyoto Protocol) are singled out in particular. This paper uses life cycle assessment modeling to evaluate the potential environmental improvement with regard to GHG emissions. The pre-existing MSWM system is assessed as baseline, while the source separation scenario is compared internally. Results show that 23 % GHG emissions can be decreased by source-separated collection compared with the base scenario. In addition, the use of composting and anaerobic digestion (AD) is suggested for further optimizing the management of food waste. 260.79, 82.21, and ?86.21 thousand tonnes of GHG emissions are emitted from food waste landfill, composting, and AD, respectively, proving the emission reduction potential brought by advanced food waste treatment technologies. Realizing the fact, a modified MSWM system is proposed by taking AD as food waste substitution option, with additional 44 % GHG emissions saved than current source separation scenario. Moreover, a preliminary economic assessment is implemented. It is demonstrated that both source separation scenarios have a good cost reduction potential than mixed collection, with the proposed new system the most cost-effective one.     

The role of mechanical and biological treatment in reducing methane emissions from landfill disposal of municipal solid waste in the United Kingdom

In Europe, the European Union Landfill Directive aims to reduce the negative environmental impacts of landfilling. This is mainly to be achieved by reducing the quantity of organic matter deposited, through measures such as the separate collection and recycling of the organic waste stream or pretreatment of residual wastes before landfilling. Other than incineration or other thermal processes, mechanical biological treatment is playing an increasingly important role. This study was conducted to seek the benefits of municipal solid waste (MSW) pretreatment, as well as the differences in methane production from the landfilling of untreated and mechanically/biologically treated (MBT) MSW using GasSim simulation. Results demonstrated that methane production rates vary significantly among waste fractions. Those that contribute most to methane generation (organic material and potentially reusable or recyclable material) could be targeted and treated before landfilling. The statistic relationship from the first phase of the study indicated that to match the increasingly stringent landfill waste organic content allowance, local councils should prioritize the reduction/sorting of certain targeted fractions, such as paper, card, green waste, and other putrescibles from MSW. Moreover, mechanical treatment alone produces organic-rich waste called mechanically sorted organic residues (MSORs), which can be viewed as an organic content concentration process. Mechanically and biologically pretreated waste, on the other hand, differs significantly from untreated MSW and MSORs. This work demonstrated that if efficient mechanical-biological treatment is used, considerable reductions in biological activity, landfill gas production, and energy content/total organic carbon could be achieved. Using GasSim, reductions in methane production of >74% have been simulated if a 90% organic content reduction can be achieved during biological treatment on MSORs. A 50-60% organic content reduction by following biological treatment can turn MSOR properties only into normal MSW equivalent though considerably less volume.     

含固率对牛粪常温厌氧消化的影响

在常温、pH值为7.0下,采用10 L玻璃瓶作为反应器对含固率(TS)分别为2%、6%、10%和14%的4组牛粪溶液进行厌氧消化实验,系统运行48 d,分析了厌氧消化过程中的COD(化学需氧量)、pH、VFA(挥发性脂肪酸)和产气量的变化。结果表明,进料TS是影响牛粪厌氧消化产气效果的重要因素,调节牛粪进料TS至10%,可以使其厌氧消化获得最佳的产气效果,COD去除率为24.6%,产气中甲烷含量为56.1%。     

生活垃圾厌氧堆肥产甲烷特性研究

为了更好地利用厌氧处理产生的气体,在介绍模拟厌氧堆肥试验的基础上,对厌氧堆肥产甲烷的基本特性进行了研究。结果表明,在厌氧堆肥开始阶段20d左右,甲烷只有7．8％（质量分数,下同）左右,远远低于32．8％的二氧化碳;而随着反应的进行,二氧化碳呈下降趋势,甲烷先升高后降低,直到反应进行到第70天左右时,甲烷才逐渐高于二氧化碳,片于第90天左右时达到最高值42．0％;此后二氧化碳及甲烷都逐渐降低,但甲烷始终高于二氧化碳。     

垃圾堆放发酵机理与应用工艺研究

对垃圾的发酵机理进行了实验研究,对渗沥液的析出量及其酸碱度、堆酵后垃圾热值的变化以及堆内温度的变化进行了观测,并对堆酵过程的机理进行了初步分析,给出了垃圾堆酵应用工艺的建议。     

挥发性脂肪酸对厌氧干式发酵产甲烷的影响

为了提高中温干式厌氧间歇发酵效率,研究了发酵过程中间产物———挥发性脂肪酸对产甲烷的影响。实验分2批进行,第1批在牛粪发酵过程中分别添加乙酸、丙酸和丁酸,第2批发酵添加易产生挥发酸的厨余垃圾混合发酵。结果显示,添加单一挥发酸的发酵过程中,添加丙酸的产甲烷速度较慢,因为丙酸降解生成乙酸的速度较慢,减慢了甲烷的形成;混合发酵过程厨余垃圾产甲烷速度比牛粪快,发酵过程产生2个产气高峰;牛粪和厨余垃圾固体物质含量比在11∶1到5∶1范围内较好,比牛粪单独发酵产气多,产酸高但不酸败,产生的挥发酸主要是乙酸和丙酸,其中比例为7∶1混合发酵的产甲烷速率最大,为4.89 mL/(g VS·d)。实验表明,牛粪厌氧干式发酵过程添加一定量的厨余垃圾可加快挥发酸的产生并提高挥发酸产量,从而提高甲烷的产量,但是总挥发酸长时间超过10 000 mg/L,pH降到不适于产甲烷菌生长的范围时,将抑制甲烷的生成,挥发酸积累导致厌氧发酵酸败。