曝气频率对生物反应器渗滤液与填埋气的影响

传统生物反应器填埋场长期以来存在酸化阶段过长和能源回收利用率低等同题.上层垃圾好氧处理可有效实现垃圾快速降解与集中甲烷化.为探究好氧处理阶段不同曝气频率对生物反应器填埋场运行效果的影响,设置厌氧生物反应器A1作为对照,曝气频率不同的上层曝气式生物反应器C1和C2为实验组进行实验.结果表明,上层垃圾好氧处理可有效改善填埋柱内高浓度挥发性脂肪酸(VFA)累积现象,缩短酸化阶段,促进甲烷化环境建立.至曝气结束,C1和C2填埋柱内渗滤液COD低于30 000 mg/L,VFA浓度降也降低到10 000 mg/L以下.好氧处理阶段,增大曝气频率可提高填埋垃圾对渗滤液pH的缓冲作用,扩大甲烷化面积,促进高浓度甲烷化过程的快速发生.与C1相比,曝气频率较高的C2反应器提前15 d达到pH为7的预处理要求,曝气阶段氨氮浓度经历先上后下,填埋柱日产甲烷量700 mL,约为C1产气能力的2倍.但考虑到实际氧气利用率与经济性能问题,曝气频率的选择不宜过大.     

城市固体废物好氧生物反应器填埋方式的实验研究

MSW（城市固体废物）生物反应器型填埋是一种较新颖的方法.在系统分析现有填埋方法优缺点的基础上,对其加以改进,将强制通风好氧和渗滤液循环2种方式有机地结合在一起,构建了MSW好氧生物反应器.考察了NH3、CH4、CO2、pH和温度等因素,并监测分析了渗滤液中的COD、BOD5、Zn^2＋、NH4^＋和NO3^-等指标,旨在研究其中垃圾的降解及渗滤液中COD、BOD5、Zn^2＋、NH4^＋和NO3^-的去除情况,探讨该生物反应器对垃圾和渗滤液相关参数的作用机理.结果表明,该反应器对渗滤液中COD、BOD5、NO3^-的去除率分别达到96.34%、94.58%和99.9%,对其中的Zn^2＋也有较好的脱除效果.     

三峡库区垃圾污染现状及治理技术

如何搞好三峡库区的生态环境保护已成为全世界关注的课题，介绍了库区生活垃圾污染现状，并根据库区生活垃圾的特性及当地的经济发展和自然条件，对三峡库区生活垃圾的综合治理进行了系统研究，建议三峡库区垃圾实行分类收集，系统地将城区生活垃圾的管理、收集、运输和处理等各个环节有机结合起来，逐步建立起高效完善的现代化城市生活垃圾管理体系。重点介绍了准好氧垃圾卫生填埋技术和CBS（Cental Bilolgical System）城市生活垃圾高效菌种堆肥技术，秭归、巴东等烧煤区生活垃圾含无机物成分较高，建议选用准好氧填埋技术；涪陵、开县、忠县等燃气区生活垃圾有机物成分较高，已具备一定的资源化价值，高效菌种CBS堆肥技术在燃气区具有广阔的前景。     

间歇式生物反应器填埋结构对渗滤液水质的影响研究

通过2套间歇式生物反应器填埋模拟装置开展实验,对不同填埋结构下垃圾降解前期渗滤液pH值、COD、NH 4＋-N、VFA以及渗滤液产生量的变化规律进行了对比研究。实验结果表明：间歇式生物反应器填埋方式能够有效抑制填埋初期渗滤液pH值的快速下降,渗滤液采取部分回灌能有效降低NH4＋-N浓度的积累,新鲜垃圾与半腐熟垃圾分层并...     

城市固体废物好氧生物反应器填埋方式的实验研究

MSW(城市固体废物)生物反应器型填埋是一种较新颖的方法。在系统分析现有填埋方法优缺点的基础上,对其加以改进,将强制通风好氧和渗滤液循环2种方式有机地结合在一起,构建了MSW好氧生物反应器。考察了NH3、CH4、CO2、pH和温度等因素,并监测分析了渗滤液中的COD、BOD5、Zn2+、NH4+和NO3-等指标,旨在研究其中垃圾的降解及渗滤液中COD、BOD5、Zn2+、NH4+和NO3-的去除情况,探讨该生物反应器对垃圾和渗滤液相关参数的作用机理。结果表明,该反应器对渗滤液中COD、BOD5、NO3-的去除率分别达到96.34%、94.58%和99.9%,对其中的Zn2+也有较好的脱除效果。     

生活垃圾卫生填埋场甲烷减排与控制技术研究

系统地研究了生物氧化、生物抑制和风力驱动准好氧填埋的生活垃圾卫生填埋场甲烷减排集成技术.研究表明,喷洒了NMS营养液(80 mL/kg)的矿化垃圾为甲烷氧化覆盖层,可以持续氧化甲烷,第23天后甲烷氧化率稳定在75%左右;当氯仿质量浓度为20 mg/kg或乙炔体积分数达到1.2%时,甲烷产量极少,产甲烷菌几乎被完全抑制;采用风帽技术的改进型准好氧填埋可以利用风速0.5 m/s的自然风,在不增加成本的前提下大幅减少甲烷排放.     

滚筒式生物反应器的设计及应力分析

针对城市生活垃圾好氧堆肥的处理工艺，设计一种用于好氧堆肥的滚筒式生物反应器。滚筒式生物反应器的设计主要包括主体结构设计，及反应器主体结构强度模拟分析。应用赫兹接触理论对支承装置中滚圈与托轮之间的接触应力进行计算。同时，结合ANSYS中不分离的接触方式模拟分析支承装置的接触应力，得出支承装置接触应力的分布规律，并将理论计算结果与ANSYS模拟结果进行对比。     

生物反应器填埋的沉降加速效应

通过实验室填埋柱模拟实验，研究了生物反应器填埋操作方式对填埋层沉降的影响。结果表明：与传统卫生填埋方式相比，回灌经厌氧生物处理后渗滤液的生物反应器填埋方式能够加速填埋层的沉降，140 d内沉降提高比例达10%以上。我国填埋垃圾高含水率、高易腐有机物含量的特性，使得其填埋层的次沉降系数高于文献值。填埋垃圾有机物降解量及其引起的垃圾水分排出量与填埋层沉降有显著相关性，表明有机物降解是引起填埋层沉降的重要因素，也是造成生物反应器填埋与传统卫生填埋方式初期沉降差异的主要原因。     

渗滤液回灌比例对好氧生物反应器填埋场稳定化进程的影响

为研究回灌比例对好氧生物反应器填埋场稳定化进程的影响,探讨了回灌比例为15%、20%、25%、30%和全回灌(体积分数)时,反应器所产渗滤液及填埋垃圾性质在不同回灌比例下变化的趋势,填埋周期为198 d。结果表明:回灌比例为25%的反应器所产渗滤液中的氨氮于135 d达到GB 16889-2008所规定的垃圾填埋场渗滤液氨氮排放浓度限值,较其他反应器提前3~49 d,整个填埋周期所产还原性有机物较其他回灌量低2.11%~20.16%;且有机垃圾降解速度最快,至填埋结束时,沉降率为75.13%,比其他反应器多0.87%~2.63%,总有机质和纤维素含量分别为48.47%和7.39%,较其他回灌比例分别低0.61%~5.52%和0.2%~0.64%,表明25%的回灌比例有利于快填埋场的稳定化进程。     

常温厌氧消化技术处理城市生活有机垃圾的中试研究

对分类收集的城市生活有机垃圾采用专门设计的兼氧沤解预液化—常温厌氧消化的工艺技术进行处理。试验结果显示 ,兼氧沤解对生活有机垃圾的预液具有较好的效果 ,液化率达 80 %以上 ,可以满足反应器对生活有机垃圾预处理的要求     

Effects of aeration frequency on leachate quality and waste in simulated hybrid bioreactor landfills

Research has been conducted to investigate the effects of daily aeration frequency on leachate quality and waste settlement in simulated hybrid landfill bioreactors. Four laboratory-scale reactors were constructed and operated for about 10 months to simulate different bioreactor operations, including one anaerobic bioreactor and three hybrid bioreactors with different aeration frequencies (one, two, and four times per day). Chemical oxygen demand (COD) and biochemical oxygen demand (BOD₅) reduced more than 96% of the initial concentrations in all aerated bioreactors. The differences of COD and BOD₅ reductions among tested aeration frequencies were relatively small. For ammonia nitrogen, the higher aeration frequency (two or four times per day) resulted in the quicker reduction. Overall, the concentrations of heavy metals (Cr, Co, Cu, Mn, Ni, and Zn) decreased over time except Cd and Pb. The reduction of redox-sensitive metal concentrations (Mn, Co, Ni, and Cu) was greater in aerated bioreactors than in anaerobic bioreactor. Settlement of municipal solid waste (MSW) was enhanced with higher frequency of aeration events (four times per day).

Implications: In recent years, hybird bioreactor landfill technology has gained a lot of attention. Appropriate aeration rate is crucial for hybrid bioreactor operation, but few studies have been done and different results were obtained. Research was conducted to investigate the effects of daily aeration frequency on leachate quality and waste settlement. Results indicated that aeration can effectively accelerate waste stabilization and remove organic carbon concentration and total nitrogen in the leachate.     

垃圾填埋场加速稳定化表征指标的相关性分析

加速稳定化表征指标是生物反应器填埋技术评价的重要内容。通过垃圾填埋室内模拟实验,研究不同运行工况下垃圾挥发性固体(VS)、生物可降解物(BDM)、纤维素(C)和纤维素/木质素(C/L)等组分指标的动态变化规律及其对加速稳定化进程的指示作用,进而探寻各指标之间的相关性,进一步筛选确定垃圾填埋场加速稳定化进程的核心表征指标。结果表明,垃圾组分VS、BDM、C和C/L的衰减符合一级反应动力学,其动态变化能够较为灵敏地指示渗滤液回灌和通风供氧对垃圾稳定化的显著加速作用,可作为垃圾填埋场加速稳定化进程的表征指标。VS、BDM、C和C/L相互之间具有良好的正线性相关性。BDM和C/L适宜作为垃圾填埋场加速稳定化进程的核心表征指标。     

城市生活垃圾卫生填埋场恶臭的防治技术进展

恶臭污染已成为垃圾处理和处置过程中的严重公害。在分析中,介绍了填埋场各区域恶臭的控制措施,综述了卫生填埋场恶臭的常规防治技术,重点讨论了生物技术在填埋场脱臭中的应用,这些防治技术对各类环境卫生设施,如垃圾收集站、中转站、焚烧场、堆肥厂及粪便处理厂的臭气治理均有借鉴意义。     

A survey of municipal solid waste landfills in Beijing during 2009–2011

The investigation of municipal solid waste (MSW) treatment in China is rare due to its sensitivity and difficulty in terms of access. We chose Beijing, the capital of China, as an example to identify the characteristics of MSW landfill treatments using a 2-month investigation with 20 participants. MSW landfill treatments account for nearly 70% of the annual MSW disposal in Beijing; the landfill processes are equipped with many kinds of technologies and consume a large amount of energy and produce a variety of contaminants. The cover method (the most obvious difference in landfill tamping) mainly includes high-density polyethylene (HDPE) geomembranes with loess and soil alone (i.e., loess or sandy soil). We investigated the actual conditions of landfills and collected data on leachate and landfill gas (LFG) emissions and energy consumption during 2009–2011. The results indicated that the cover method employed by landfills was related to treatment quantity, operation, and especially landfill location. Early large-scale landfills located in plains were covered with HDPE geomembranes, and newly built landfills covered with soil tended to be equipped with HDPE covers. Using HDPE cover also contributed greatly to LFG production due to its impermeability but had no remarkable effect on leachate yield reduction due to the dry climate in Beijing. The potential was reinforced by the potentials of decrement and reuse. The disposal method of LFG can be optimized, and the power generated by the LFG process can meet the landfill demand. The gray water recycled from the leachate could be used in the landfill process.

     

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。     

模拟成藏地质填埋及诱导填埋有机质生气的理论初探

填埋处理和垃圾生物气的开发利用是实现城市生活垃圾资源化、无害化、减量化处理的有效途径,引入模拟生物气成藏和含气系统的思路,开展地质填埋与诱导填埋有机质生气研究是对能源地质学和填埋设计理念的新探索.通过对比研究地质填埋结构与地质学中生物气藏系统的异同点、生气机理和影响因素的共性与差异,初步论证了将模拟生物气藏理论引入地质填埋设计、优化地质填埋结构、提高填埋有机质生物气化效率和抽排利用效率的可行性;探讨了生物气藏理论在构建地质填埋结构中的可能应用和启示.研究表明:模拟生物气藏地质填埋设计和非常规生物气开发理念具有理论依据和现实基础;生物气藏生、储、盖要素和运、圈、保过程的模拟可应用于垃圾地质填埋场的构建,微生物地球化学理论有助于对诱导填埋有机质生气条件优化的认识.     

Household hazardous waste disposal to landfill: using LandSim to model leachate migration

Municipal solid waste (MSW) landfill leachate contains a number of aquatic pollutants. A specific MSW stream often referred to as household hazardous waste (HHW) can be considered to contribute a large proportion of these pollutants. This paper describes the use of the LandSim (Landfill Performance Simulation) modelling program to assess the environmental consequences of leachate release from a generic MSW landfill in receipt of co-disposed HHW. Heavy metals and organic pollutants were found to migrate into the zones beneath a model landfill site over a 20,000-year period. Arsenic and chromium were found to exceed European Union and US-EPA drinking water standards at the unsaturated zone/aquifer interface, with levels of mercury and cadmium exceeding minimum reporting values (MRVs). The findings demonstrate the pollution potential arising from HHW disposal with MSW.     

Optimization for municipal solid waste treatment based on energy consumption and contaminant emission

This paper analyzes the characterization of energy consumption and contaminant emissions from a municipal solid waste (MSW) treatment system that comprises transfer station, landfill site, combustion plant, composting plant, dejecta treatment station, and an integrated MSW treatment plant. The consumed energy and energy medium materials were integrated under comprehensive energy consumption (CEC) for comparison. Among typical MSW disposal methods such as combustion, composting, and landfilling, landfilling has the minimum CEC value. Installing an integrated treatment plant is the recommended MSW management method because of its lower CEC. Furthermore, this method is used to ensure process centralization. In landfill sites, a positive linear correlation was observed between the CEC and contaminant removal ratios when emitted pollutants have a certain weight coefficient. The process should utilize the minimum CEC value of 5.3702 kgce/t MSW and consider energy consumption, energy recovery, MSW components, and the equivalent of carbon dioxide emissions.