The emission patterns of volatile organic compounds during aerobic biotreatment of municipal solid waste using continuous and intermittent aeration

Because volatile organic compounds (VOCs) are one of the main concerns during municipal solid waste (MSW) treatment, the release patterns and the environmental effects of VOCs were investigated during laboratory-scale aerobic biotreatments of MSW with continuous and intermittent negative ventilation. When the same airflow amounts were used, intermittent ventilation was found to reduce the total VOC emissions from continuous ventilation process by 28%. In this study, 23 types of volatile organic compounds were analyzed, of which butyraldehyde, ethanol, and butanone were emitted in the highest concentrations of 748, 372, and 260 mg/m3, respectively. During the aerobic biotreatment process, ketones, aldehydes, and alcohols were primarily released during the first 4 days, accounting for 86-98% of the total VOC emissions during this period. The emission concentrations of malodorous sulfide compounds displayed two peaks on day 4 and day 9, with the contribution to the total VOC emissions being enhanced from less than 10% to 76-83%. The release of terpenes and aromatics lasted for more than 10 days with no significant emission peaks and the proportions of those compounds in the total VOCs increased gradually, but no more than 50% even at the end of the process. Considering the strength of the odors, aldehydes were the predominant contributors at the beginning of the experiment, whereas malodorous sulfide compounds became the most odorous compound as the biological process continued. Most of the VOCs emitted at the concentrations beneath the level causing health threat to the workers.     

季节性城市生活垃圾成分分析及厌氧消化特性研究

城市生活垃圾的成分及特性随着季节和人类在不同季节的生活习惯而变化,针对我国北方城市研究了一年中不同季节的城市生活垃圾成分特点,对影响厌氧发酵过程的相关成分如总有机碳（TOC）、总氮（TN）、蛋白质、脂肪和还原糖等进行了测定分析。通过厌氧消化实验,测得不同季节城市生活垃圾pH值、日产气量、沼气甲烷含量、甲烷累积量、挥发性脂肪酸（VFAs）和氧化还原电位（ORP）等参数的变化规律,分析相应变化的影响因素。结果表明,二、三季度的含水率分别为64．81％和67．50％,高于一、四季度,一季度发酵原料中蛋白质和脂肪含量分别为12．56％和8．86％,明显高于其他3个季度。一季度甲烷累积量最高,达到17616mL,单位发酵原料的产气量为204．8mL／g,也是4个季度中最高的,说明蛋白质、脂肪等有机成分含量对厌氧发酵过程及结果影响比较明显。为进一步的城市生活垃圾厌氧消化制取生物燃气的工艺条件提供依据。     

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.     

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。     

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14 286 mL。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。     

广州市生活垃圾高温有氧静态堆肥的生命周期分析

运用生命周期分析(LCA)方法,对广州市生活垃圾高温有氧静态堆肥系统进行分析,计算出全生命周期的资源消耗和环境影响潜值,同时与垃圾焚烧典型工艺的LCA数据进行对比。结果表明,堆肥处理的环境影响负荷为0.023PET90,资源消耗系数为9.238mPET90。环境影响类型中光化学臭氧合成造成的影响最大,占环境总影响的43.8%。与焚烧处理方式相比,高温有氧静态堆肥的环境总影响较小,环境影响负荷相比于焚烧减少20.3%,在降低酸化的影响方面有较为显著的作用。     

生活垃圾仓式静态好氧发酵供风系统工艺设计

生活垃圾堆肥厂的核心——发酵系统对堆肥产品的质量和成本起着决定性的作用,所以其设计显得至关重要。结合多年的科研及工程实践经验,就垃圾仓式静态好氧发酵供风系统工艺设计中供风形式、方式选择,风量、风压计算以及供风控制形式选择等几个关键部分做了详细介绍。     

城市生活垃圾与园林废弃物的共热解特性

为实现城市生活垃圾减量化、无害化和资源化,采用热重分析天平和实验室固定床热解反应器进行城市生活垃圾（MSW）与园林废弃物共热解实验,研究了不同热解终温、松树枝和柳树枝添加比例对热解产物产率影响,并利用气质联用色谱分析仪（GC-MS）对热解油进行表征分析。实验结果表明：MSW、松树枝和柳树枝的热解过程均可以分为3个阶段,主要包括脱水、热解、炭化;MSW、松树枝和柳树枝单独热解时最大失重速率分别出现在321.48、358.23和377.83℃;MSW与松树枝共热解DTG曲线在热解反应第2阶段有2个析出峰,分别在342.32℃和471.48℃,比MSW单独热解时,失重率增加了7.29%。当城市生活垃圾与松树枝、柳树枝的添加量分别为3：1时,热解液体产物产率明显升高,热解油中醇类、羧酸类、醛类等含氧有机物的含量降低,热值增加,热解油中氧含量降低,且松树枝对共热解焦油的脱氧效果更为显著,热解油品质得到提升。     

城市垃圾厌氧干发酵非甲烷菌群分布变化研究

为研究非甲烷菌的菌群分布随时间、空间变化对厌氧干发酵的影响,以城市垃圾为原料进行分析,同时测定pH值.结果表明,启动阶段好氧及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,7 d达最大值2.95×109 MPN/mL,是启动阶段降解有机质的主要菌群,而氨化菌在15 d达最大值1.93×108 MPN/mL.随后厌氧细菌快速增殖并保持稳定,且仍是产酸菌占优势,15 d达最大值1.55×1010 MPN/mL.厌氧纤维素降解菌增殖较慢,发酵30 d不足105 MPN/mL,说明原料中纤维素降解在厌氧发酵后期.空间方面,好氧及兼性厌氧产酸菌在顶部中心最活跃,最大值是底部中心的1.4倍;厌氧产酸菌集中在底部,最大值是顶部的1.2倍.好氧氨化菌在中部中心增殖最多,厌氧氨化菌在中部边缘达最大值1.95×108 MPN/mL.纤维素降解菌在底部开始增殖.研究为提高干发酵反应效率和合理设计干发酵反应器提供有效参考数据.     

产物循环对生活垃圾好氧生物处理过程的影响

为研究产物循环对生活垃圾好氧生物处理过程中水分去除的影响,进行了不同的产物循环接种比例(30%、10%、无接种)的好氧生物处理实验.结果表明,产物循环接种可提高垃圾中各生物化学组分(总糖、脂类、蛋白质和木质纤维素类)及有机物总体的降解率;接种 30% 和 10% 产物组的有机物降解率分别为 70%和 65%,高于无接种组的 63%;接种组的高温(50℃以上)维持时间亦明显延长.产物循环接种对提高水分去除具有不确定性,接种率 30%、10%和无接种时,相应的水分去除率分别为 60%、61%和 62%,单位重量原料的水分去除量为 0.401、0.428和 0.421 kg/kg,产物最终含水率为 60%、59%和55%.     

高温微生物菌剂加速垃圾填埋场好氧稳定化进程的研究

研究了一种可加速垃圾填埋场好氧稳定化进程的生物强化技术。实验对比了A、B、C 3种填埋方式,A、B为好氧填埋,C为厌氧填埋;A中接种高温复合菌剂,B、C中不接种菌剂。实验周期为20 d。研究发现:高温菌剂的投加起到了多重作用:增强了微生物的活动,导致A中的温度显著升高,最高可达72℃,且50℃以上的高温期达14 d,而B仅在45℃维持3 d,C则基本处于常温;加速了垃圾堆体的降解与稳定化进程,至实验结束,A中可生物降解有机质含量(BDM)去除率达51.2%,明显高于B、C中的BDM去除率(31.1%和39.4%);加速了堆体中含氮物质的降解与转化,减少了垃圾浸出液中氨氮的累积;加速了堆体的沉降,A中垃圾堆体沉降高度达10 cm,远大于B、C堆体的沉降高度(4 cm和2.5 cm)。     

城市生活垃圾和污水处理厂剩余污泥混合发酵的原料配比优化研究

以城市生活垃圾和污水处理厂的剩余污泥为混合原料,研究了混合原料的不同配比对厌氧发酵过程及产气的影响。结果表明:城市生活垃圾与剩余污泥以挥发性固体(VS)质量比为2∶1混合后,厌氧发酵效果最好,累计产气量最高,达到8 721mL,发酵后的总固体(TS)、VS、COD去除率分别达43.65%、35.98%、47.88%;各实验组在发酵过程中的pH、氨氮浓度和碱度均在合理范围内,未对厌氧发酵反应造成影响;以适当配比的城市生活垃圾和剩余污泥为混合原料,进行中温联合厌氧发酵是可行的,联合厌氧发酵可以弥补单一原料的缺陷,在一定程度上改善厌氧发酵效果。     

市政污泥与生活垃圾混烧技术验证简

对市政污泥与生活垃圾混烧进行了验证研究。结果表明,与生活垃圾单独焚烧相比,污泥与生活垃圾混烧后烟气中NO_x、CO和HCl的浓度没有出现明显变化,而SO₂浓度出现了下降（从82~93 mg/m³下降至41~70 mg/m³）;Hg、Pb、Sn、Cr和Zn的浓度均表现为不同程度的上升,但仍然符合GB18485;二恶英从0.0087 ng TEQ/m³降至0.0047 ng TEQ/m³。掺烧半干污泥比例为10%、12%和15%时,吨物质的发电量分别为311.8 kWh/t、306.7 kWh/t和296.1 kWh/t。混烧污泥在一定程度上降低了系统的发电量,因此建议混烧污泥的比例不应大于15%。测算的污泥混烧成本约209元/t（80%含水率）。     

市政污泥与生活垃圾混烧技术验证

对市政污泥与生活垃圾混烧进行了验证研究。结果表明,与生活垃圾单独焚烧相比,污泥与生活垃圾混烧后烟气中NOx、CO和HCl的浓度没有出现明显变化,而SO2浓度出现了下降（从82～93mg／m3下降至41～70mg／m3）;Hg、Pb、Sn、Cr和Zn的浓度均表现为不同程度的上升,但仍然符合GB[g485;二恶英从0．0087μgTEQ／m3降至O．0047μgTEQ／m3。掺烧半干污泥比例为10％、12％和15％时,吨物质的发电量分别为311．8kWh／t、306．7kWh／t和296．1kwh／t。混烧污泥在一定程度上降低了系统的发电量,因此建议混烧污泥的比例不应大于15％。测算的污泥混烧成本约209元／t（80％含水率）。     

Volatile organic compounds produced during the aerobic biological processing of municipal solid waste in a pilot plant

The volatile organic carbon (VOC) and odours emitted during the aerobic biological processing of municipal solid waste (MSW) was studied in a pilot-scale reactor. VOCs were detected by different techniques on solid waste samples and the outlet air stream, before and after a biofilter. Organic compounds (alpha-pinene, beta-myrcene, D-limonene) were also measured in condensate water and leachate from the process. Results showed uniformity in the composition of the air in the solid waste samples, air sampled during the process and condensed water, indicating a matrix-derived origin of these compounds. Leachates, however, contained substances with a quite different molecular structure from the compounds identified in the gaseous fraction. Most of the substances in the gaseous effluent had a hydrocarbon-like structure, mainly terpenoids. The odour produced and detected through olfactometry agreed with GC-MS analyses. This was true above all for terpenes.     

生活垃圾催化热解液体产物特性

为探索生活垃圾催化热解液体产物特性变化规律,选取Na2CO3、CaO、Fe2O33种催化剂,利用固定床实验、红外分析(FT-IR)进行生活垃圾热解液体产物产率和组分特性研究.结果表明,热解终温600℃无催化剂时,生活垃圾热解液产率为39.80 wt％,添加3种催化剂后热解液产率均降低;生活垃圾分别添加1％的Na2CO3和CaO后,热解油氧含量由22.49％分别降低到20.12％和18.53％,低位热值由30.30 MJ/kg分别提高到33.79和32.74 MJ/kg;无催化剂时热解油成分为脂肪类、含氧化合物及少量芳香类混合物,加催化剂后热解油中芳香类物质峰面积比例显著增加,而含氧化合物峰面积比例降低,羟基类及羧酸类含氧化合物峰面积比例明显减少,其他含氧物峰面积比例却增加;CaO催化效果较明显,生活垃圾添加1％的CaO热解油中芳香类物质峰面积比例从4.36％增加到29.46％,含氧化合物峰面积比例由49.42％降低到23.12％,其中羟基类和羧酸类化合物峰面积比例分别由34.03％和10.65％降低到0.00％和3.34％,其他含氧化合物峰面积比例由4.73％增加到19.77％.     

城市生活垃圾降解率分析研究

针对城市生活垃圾降解率研究不足的现状,结合室内物理模拟实验,对垃圾温度和垃圾降解率的变化规律进行分析研究。研究结果表明,填埋初期垃圾填埋体温度升高较快,服从三次曲线变化规律;温度对垃圾降解率有重要的影响,单一温度下垃圾降解率随时间变化近似符合微生物生长曲线;不同温度下,温度高,垃圾降解率快,试验证明41.00、45.00℃垃圾降解率最快,垃圾降解率相差不大,可以认为温度高于41.00℃时垃圾降解率可以按照41.00℃时垃圾降解率计算。     

Fate of antimony in municipal solid waste incineration

The average antimony concentration in municipal solid waste is estimated to be about 10-60 ppm. Thermodynamical models predict a volatile behavior for antimony compounds, yet literature mass balances show that about 50% of the antimony input remains in the grate ashes. This fact can be explained by the formation of thermally stable antimonates in the fuel bed due to interactions with alkali or earth-alkali metals. Thermogravimetric experiments revealed an increased thermal stability for antimony oxide in presence of oxygen and calcium oxide. Spiking experiments on the test incinerator TAMARA showed that chlorination processes have a strong effect on antimony volatilization whereas high fuel-bed temperatures and addition of antimony oxide only have a moderate effect. In the grate ashes, antimony shows a pH-depending leaching property, which is typical for anionic species. This fact supports the thesis that antimony is present in the grate ashes in an anionic speciation.     

生活垃圾堆肥工艺条件及其反应动力学研究

为了改善堆肥微环境 ,提高生活垃圾堆肥速率 ,研究堆肥工艺条件及其反应动力学是非常必要的。通过控制堆肥工艺条件 ,如初始温度、含水率、C/N比及堆料颗粒大小 ,研究生活垃圾堆肥过程中生物、化学及物理因素的变化。试验结果表明 ,生活垃圾堆肥反应符合一级反应动力学 ;合理控制堆肥初始反应条件 ,能明显提高堆肥效率。     

Factors influencing regional municipal solid waste management strategies

Although regionalization policies have been proven as good strategies for municipal solid waste (MSW) management in previous studies, the optimal allocation of the waste stream is significantly affected by several influential factors, thus further investigation of the impacts of these factors on regional MSW management strategies is necessary. This study demonstrated the impacts of waste-to-electricity transformation coefficient (WETC) of incinerators and the fluctuation of unit tipping fees on the regional MSW flow/allocation of the Taipei metropolitan area from practical and economic perspectives. Real-world data and linear programming were used to obtain the least-cost alternatives under different scenarios. Analytical results indicated some treatment facilities had geographic superiority and their priorities changed when actual WETCs of incinerators were considered. Treatment facilities located at weighted centers were identified. The allocation of MSW among incinerators and landfills is affected by fluctuation of unit tipping fees within a certain range. Treatment facilities sensitive to the changes in unit tipping fees were also identified. Regression equations were also established that can estimate the cost items of MSW management scenarios with different unit tipping fees. The results of this study are very useful for daily basis regulation of MSW administration.